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TENW Traffic Impact Analysis TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 | Office (206) 361-7333 MEMORANDUM DATE: February 19, 2020 TO: Sarady Long, Senior Transportation Engineer, City of Federal Way CC: David Ratliff, Vice President of Development, DevCo, Inc. FROM: Michael Read, PE, Principal, TENW SUBJECT: Traffic Impact Analysis for Landmark Apartments TENW Project No. 3703 This memorandum summarizes transportation impacts associated with the proposed Landmark Apartments project, a proposed mixed use project located just south of S 330th Street along either side of the 13th Avenue S undeveloped right-of-way in Federal Way. Based on City of Federal Way Traffic Impact Analysis Guidelines the following tasks were undertaken to analyze traffic impacts associated with the existing proposed action:  Assessment of existing transportation conditions and operations through data collection efforts and field reconnaissance.  Estimation of daily, a.m., and p.m. peak vehicular project trip generation, and assignment of project trips onto the existing roadway network.  Modeling of future „through‰ associated with 13th Avenue S between S 330th Street and S 332nd Street.  Evaluation of level of service (LOS) impacts at the following off-site and site access intersections during the a.m. and p.m. peak hours: 1. 13th Place S / S 336th Street 2. Pacific Highway S (SR 99) / S 336th Street 3. Celebration Park Road / S 332nd Street 4. 13th Place S / S 332nd Street 5. Pacific Highway S (SR 99) / S 332nd Street 6. Pacific Highway S (SR 99) / S 330th Street 7. Celebration Park Road / S 330th Street  Evaluation of site access safety and circulation. Identification of mitigation measures to maintain acceptable levels of mobility and safety based upon City of Federal Way standards and guidelines. Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 2 Project Description The proposed development is located just south of S 330th Street, between Celebration Park Road and 15th Avenue S along either side of the 13th Avenue S undeveloped right-of-way in Federal Way. A site vicinity map is provided in Figure 1. As part of the site development, extension of 13th Avenue S between S 330th Street and S 332nd Street would be developed. At completion, the proposed project would include 235 residential apartment units, with 90 apartment units located west of 13th Avenue S and 145 apartment units located east of 13th Avenue S. In addition, 4,165 square feet of commercial retail space and 10,222 square-feet of on-site day care commercial use would be located along property frontages throughout the site. A preliminary site plan concept is provided in Figure 2. It should be noted, that this study considers a higher buildout than the finalized site plan, and as such, is conservative. Vehicle access to/from the site west of 13th Avenue S would be provided via two vehicle access driveway onto 13th Avenue S. Vehicle access to/from the site east of 13th Avenue S would be provided via two primary vehicle accesses, with one each onto13th Avenue S and 15th Avenue S. Existing Transportation Conditions This section describes existing transportation system conditions in the study area. It includes an inventory of existing roadway conditions, traffic volumes, intersection levels of service, public transportation services, and planned roadway improvements. Roadway Conditions The following paragraphs describe existing roadways that would be used as major routes for site access. Roadway characteristics are described in terms of number of lanes, posted speed limits and shoulder types and widths. Pacific Highway South (SR 99) is classified as a Principal Arterial in the City of Federal Way and WSDOT. The roadway typically consists of a seven lane section, with center median/turn lane, curb, gutter, and sidewalks in the project vicinity. The speed limit is posted at 40 mph. S 330th Street is classified by the City of Federal Way as a two- to three-lane Minor Collector roadway. Near the intersection with 15th Avenue S there are two travel lanes (one lane in each direction) with curb, gutter, and sidewalks on both sides of the street. The speed limit is 25 mph. S 332nd Street is classified by the City of Federal Way as a two to three-lane Minor Collector roadway. Near the intersection with 15th Avenue S there are two travel lanes (one lane in each direction) with curb, gutter, and sidewalks on both sides of the street. The speed limit is 25 mph. S 336th Street is classified by the City of Federal Way as a four-lane Minor Arterial roadway. Near the intersection with 13th Place S there are four travel lanes (two lanes in each direction) with curb, gutter, and sidewalks on both sides of the street. The speed limit is 35 mph. 13th Avenue S is classified by the City of Federal Way as a three-lane Principal Collector roadway. At its intersection with Celebration Park Road there are three travel lanes (one lane in each direction and a center TWLTL) with curb, gutter and sidewalk on both sides of the street. The speed limit is 25 mph. Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 3 Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 4 Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 5 15th Avenue S is classified by the City of Federal Way as a two-lane unchannelized Local roadway. At its intersection with S 332nd Street there are two travel lanes (one lane in each direction) with curb, gutter and sidewalk on the east side of the street. The speed limit is 25 mph. Existing Traffic Volumes Peak hour traffic volumes typically represent the highest hourly volume of vehicles of the average day passing through an intersection during a typical morning (7-9 a.m.) and evening (4-6 p.m.) peak commute periods. Therefore, the a.m. and p.m. peak hour volumes were used to evaluate traffic impacts that would occur as a result of the development. Figure 3 and Figure 4 summarize existing a.m. and p.m. peak period turning movements at each study intersection. Idax Data Solutions conducted these counts in June 2019. Traffic counts are provided in Attachment 1. Intersection Levels of Service Intersection level of service (LOS) analyses were conducted at the study intersections during the weekday PM peak hour of existing conditions. LOS refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. A letter scale from A to F generally describes LOS. At signalized intersections, LOS A represents free-flow conditions- motorists experience little or no delays, and LOS F represents forced-flow conditions-motorists experience an average delay in excess of 80 seconds per vehicle. The LOS reported for signalized intersections represents the average control delay per vehicle entering the intersection. The LOS reported at stop- controlled intersections is also based on the average control delay (sec/veh) and is reported for each movement. Therefore, the reported LOS at unsignalized intersections does not represent a measure of the overall operations of the intersection. LOS calculations for both signalized and stop-controlled intersections were calculated using the methodologies and procedures outlined in the 2010 Highway Capacity Manual (HCM), Special Report 209, Transportation Research Board (TRB). Table 1 outlines the LOS criteria for signalized and unsignalized intersections based on these methodologies. Intersection LOS were calculated using the methodology and procedures outlined in the 2010 Highway Capacity Manual (HCM), Special Report 209, Transportation Research Board (TRB), using the Synchro 8 software program. Existing p.m. peak hour LOS analysis are summarized in Table 2. As shown, all intersections or critical movements would operate at LOS D or better in 2019. Detailed LOS summary worksheets are included in Attachment 2. Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 6 Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 7 Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 8 Table 1 Level of Service Criteria for Signalized and Unsignalized Intersections Signalized Intersection Unsignalized Intersection Level of Service Average Delay Range (sec) Delay Range (sec) A  10  10 B > 10 to  20 > 10 to  15 C > 20 to  35 > 15 to  25 D > 35 to  55 > 25 to  35 E > 55 to  80 > 35 to  50 F > 80 > 50 Source: “Highway Capacity Manual”, Special Report 209, Transportation Research Board, 2010. Table 2 - 2019 Peak Hour Intersection Levels of Service AM Peak Hour PM Peak Hour Study Intersection LOS Delay (sec) V/C Ratio LOS Delay (sec) V/C Ratio Signalized Intersections #1. S 336th Street / 13th Place S B 18.5 0.32 A 4.6 0.35 #2. S 336th Street / Pacific Highway S (SR 99) C 20.2 0.54 C 31.1 0.79 #6. S 330th Street / Pacific Highway S (SR 99) C 24.4 0.44 B 14.7 0.74 Stop Controlled Intersections #3. S 332nd Street / Celebration Park Road Northbound Approach (stop) B 10.7 0.03 D 25.0 0.04 Southbound Approach (stop) A 9.8 0.22 B 10.7 0.31 #4. S 332nd Street / 13th Place S Eastbound Approach (stop) A 8.6 0.05 A 8.5 0.05 Westbound Approach (stop) A 7.3 0.03 A 7.3 0.04 #5. S 332nd Street / Pacific Highway S (SR 99) Northbound Left (yield) A 11.2 0.10 E 35.4 0.30 Eastbound Approach (stop) B 12.3 0.04 D 27.9 0.19 #7. Celebration Park Road / 13th Avenue S Northbound Left (yield) A 7.8 0.02 A 8.0 0.03 Eastbound Approach (stop) B 11.2 0.20 C 19.8 0.62 Source: TENW using Synchro 8.0. Planned Transportation Improvements The City of Federal Way 2018-2023 Transportation Improvement Program was reviewed for planned transportation improvements within the immediate vicinity of the site. No capacity-related improvements are planned within the site vicinity. Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 9 Transportation Impact Analysis The following section describes transportation impacts the proposed Landmark Apartments development would have on the surrounding roadway network in the site vicinity. The discussion includes non-project related traffic forecasts, new trips generated by the proposed development, distribution and assignment of new project trips, impacts on roadways, levels of service at nearby intersections, and site access evaluation of the main signalized intersection that would serve the site, and on-site parking demand. Non-Project Traffic Forecasts For the purpose of this traffic analysis, year 2023 was selected as the build-out year based upon anticipated completion of the Landmark Apartments development. A 3-percent per year growth rate was used to estimate a „worst-case‰ traffic scenario. Therefore, existing traffic volumes were factored by 3- percent per year to estimate year 2023 baseline conditions without the proposed development. 2023 traffic volume forecast estimates at study intersections and site access intersections are provided in Attachment 3. Project Trip Generation The weekday daily, a.m. peak hour, and p.m. peak hour trip generation estimates for the proposed Landmark Apartments development were based on trip rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition, 2017. Land Use Code (LUC) 221 for Multifamily Housing (Mid-Rise) was used for the 235 apartment units, LUC 820 for Shopping Center was used for the 4,165 square-feet of commercial retail space, and LUC 565 for Day Care Center was used for the 10,222 square-foot commercial space with a 50 percent reduction for on-site residents. Reductions to the trip generation were made to account for pass-by trips. Pass-by trips are trips that are already on the adjacent roadways and stop at the proposed use on the way to their primary destination (i.e. on the way from work to home). These trips are not new to the road network but are accounted for at the project site driveway. The pass-by trip reductions were based on studies in the ITE Trip Generation Handbook, 3rd Edition, 2017. Based on the detailed trip generation methodology described in the previous section, Table 3 summarizes the weekday trip generation. As shown in Table 3, the project is estimated to generate a net increase of approximately 1,625 daily vehicular trips, with 143 trips occurring during the a.m. peak hour and 170 trips in the p.m. peak hour. Detailed trip generation calculations are provided in Attachment 4. Table 3: Landmark Apartments Trip Generation Summary Time Period In Out Total Weekday Daily 813 812 1,625 Weekday AM Peak Hour 58 85 143 Weekday PM Peak Hour 95 75 170 Source: Trip Generation Manual, 10th Edition, ITE, 2017, and TENW. It should be noted, that this study considers a higher buildout than the finalized site plan, and as such, is conservative. Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 10 Trip Distribution and Assignment Based on review of previous traffic studies, existing turning movements/traffic flows, and standard engineering practices and guidelines, the project trip distribution was assumed to follow these basic patterns for the proposed action:  50 percent north via Pacific Highway S (SR 99) and 13th Avenue S  35 percent south via Pacific Highway S (SR 99); and  15 percent west via S 332nd Street and S 336th Street Intersection Level of Service Impacts Figures 5, 6, 7, and 8 summarize traffic volume impacts with and without the project at full buildout during the a.m. peak hour and p.m. peak hour. These turning movement estimates have been adjusted to account for additional „through‰ traffic demand along the 13th Avenue S principal collector roadway assuming its extended. Intersection levels of service analysis during the a.m. and p.m. peak hours were evaluated at study intersections assuming full completion of the Landmark Apartments project in 2023 and are summarized in Table 4. As shown, all study intersections would operate at LOS E or better during the a.m. and p.m. peak hour in 2023 with and without the proposed project, with the exception of the existing northbound left/U- turn movement at the S 332nd Street and Pacific Highway intersection, which would operate at LOS F with or without the project in 2023 given significant U-turning movement demand. No traffic impacts would occur as a result of the project given that any project trips would likely choose other routes to avoid this congestion if present. As this is a managed arterial roadway, yield U-turn movements must wait for adequate gaps in traffic between signal cycles and any queued vehicles before completing their maneuver. Detailed level of service summary worksheets are provided in Attachment 2. Site Access and Circulation Vehicle access to/from the site west of 13th Avenue S would be provided via one primary and one emergency vehicle access driveway onto 13th Avenue S. Vehicle access to/from the site east of 13th Avenue S would be provided via two primary vehicle accesses onto S 330th Street, 13th Avenue S, and 15th Avenue S. The primary access driveway onto 13th Avenue S will be constructed to meet City of Federal Way sight distance standards. TENW estimated sight distance field measurements at the proposed site access driveways onto S 330th Street with a 25 mph posted speed and 15th Avenue S with a 25 mph posted speed in July 2019. Based upon City of Federal Way design requirements, a minimum of 280 feet entering sight distance is required. Estimated field sight distance for the site access driveway onto S 330th Street is greater than 750 feet to the east and to 13th Avenue S & S 330th Street to the west. Estimated field sight distance for the site access driveway onto 15th Avenue S is to S 330th Street & 15th Avenue S to the north and S 332nd Street & 15th Avenue S to the south. Therefore, the site access driveways onto S 330th Street and 15th Avenue S meet minimum entering sight distance requirements by the City of Federal Way. Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 11 Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 12 Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 13 Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 14 Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 15 Table 4 - 2023 AM/PM Peak Hour Intersection Levels of Service AM Peak Hour Without Project AM Peak Hour With Project Study Intersection LOS Delay (sec) V/C Ratio LOS Delay (sec) V/C Ratio Signalized Intersections #1. S 336th Street / 13th Place S C 20.5 0.47 B 10.9 0.19 #2. S 336th Street / Pacific Highway S (SR 99) C 21.3 0.59 C 27.2 0.58 #6. S 330th Street / Pacific Highway S (SR 99) A 6.5 0.47 B 19.6 0.49 Stop Controlled Intersections #3. S 332nd Street / Celebration Park Road Northbound Approach (stop) B 11.3 0.03 B 11.0 0.03 Southbound Approach (stop) B 10.1 0.25 B 10.4 0.21 #4. S 332nd Street / 13th Place S Eastbound Approach (stop) A 8.6 0.05 B 10.2 0.10 #5. S 332nd Street / Pacific Highway S (SR 99) Northbound Left (yield) A 12.0 0.12 A 12.3 0.13 Eastbound Approach (stop) B 12.9 0.05 B 13.1 0.07 #7. Celebration Park Road / 13th Avenue S Northbound Left (yield) A 7.8 0.02 A 7.6 0.02 Eastbound Approach (stop) B 11.8 0.24 B 10.8 0.14 PM Peak Hour Without Project PM Peak Hour With Project Study Intersection LOS Delay (sec) V/C Ratio LOS Delay (sec) V/C Ratio Signalized Intersections #1. S 336th Street / 13th Place S B 17.9 0.45 B 16.4 0.49 #2. S 336th Street / Pacific Highway S (SR 99) D 46.7 0.88 E 55.3 0.88 #6. S 330th Street / Pacific Highway S (SR 99) B 18.8 0.81 D 46.4 0.82 Stop Controlled Intersections #3. S 332nd Street / Celebration Park Road Northbound Approach (stop) D 30.3 0.05 D 28.1 0.05 Southbound Approach (stop) B 11.3 0.36 B 12.3 0.30 #4. S 332nd Street / 13th Place S Eastbound Approach (stop) A 8.6 0.06 C 19.3 0.35 #5. S 332nd Street / Pacific Highway S (SR 99) Northbound Left (yield) F 55.1 0.46 F 68.3 0.57 Eastbound Approach (stop) D 34.8 0.25 E 36.6 0.31 #7. Celebration Park Road / 13th Avenue S Northbound Left (yield) A 8.1 0.04 A 8.1 0.04 Eastbound Approach (stop) D 27.1 0.75 D 25.5 0.64 Source: TENW using Synchro 8.0. Traffic Impact Analysis Landmark Apartments TENW February 19, 2020 Page 16 On-Site Parking Supply Using the latest edition of Parking Generation, 5th Edition, 2019, as published by the Institute of Transportation Engineers (ITE), observed peak parking generation rates for Multifamily Housing (Land Use Code: 221), Shopping Center (Land Use Code: 820), and Day Care Center (Land Use Code: 565) were reviewed to estimate peak parking demand at the proposed Landmark Apartments project. Parking demand rates documented by ITE represent the latest information on parking generation and are applied as standard practice in evaluating demand for many different types of land uses. Table 5 contains a summary of peak demand estimated using ITE rates and compares total proposed supply. As shown, the proposed parking supply of 479 stalls is forecast to exceed peak demand (340 stalls) by 139 stalls. The peak demand assumes peak utilization of the individual on-site land uses occur simultaneously and no shared parking occurs between on-site retail and residential uses. Based on this conservative parking demand analysis (assuming no shared use), peak parking demand utilization of no parking deficit or impact would occur with the proposed on-site parking supply. Table 5: Landmark Apartments – ITE Parking Demand Estimates Land Use Size ITE Parking Rate1 Parking Demand Proposed Supply 479 stalls Multifamily Housing (ITE Land Use Code 221) 235 DU (1.34 X DU) -8.73 306 stalls Day Care Center (ITE Land Use Code 565) 10,222 SF 2.45 X 1,000 SF 25 stalls Shopping Center (ITE Land Use Code 820) 4,165 SF 1.95 X 1,000 SF 9 stalls Subtotal Demand 340 stalls + Surplus/(- Deficit) + 139 stalls Source: Parking Generation, 5th Edition, ITE, 2019. Project Mitigation Measures A review of impacts to roadways, intersection levels of service, site access, safety, and circulation issues, public transportation services, and nonmotorized transportation facilities was conducted in association with the proposed development alternatives. The following mitigation measures are recommended to reduce or eliminate project impacts as a result of the proposed Landmark Apartments development:  Construct all proposed site driveways and frontage improvements as required by City Code as well as constructing full arterial section of 13th Avenue SE through the site.  To mitigate system wide impacts to planned transportation improvements within the City of Federal Way, a traffic impact fee is assessed by the City. The City assesses a fee currently of $2,514 per dwelling unit, $6.43 per square foot of shopping uses, and $20.00 per square foot of daycare uses (with a 50% reduction). This resultant traffic impact fee would approximately be $822,010.95 under current rates and floor area/unit assumptions noted above. Final traffic impact fees would be calculated at the time of building permit submittal and are subject to change. If you have any questions regarding the information presented in this memo, please call me at (206) 361- 7333 x 101 or mikeread@tenw.com. ATTACHMENTS Attachment 1 Level of Service Summary Sheets HCM 2010 Signalized Intersection Summary 1: S 336th Street & 13th Place S 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing AM Peak Hour Synchro 8 Report MJG Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 29 398 661 104 44 23 Number 7 4 8 18 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1845 1845 1863 1900 1696 1696 Adj Flow Rate, veh/h 36 491 711 112 58 30 Adj No. of Lanes 122011 Peak Hour Factor 0.81 0.81 0.93 0.93 0.76 0.76 Percent Heavy Veh, %33221212 Cap, veh/h 227 1341 1172 184 782 698 Arrive On Green 0.38 0.38 0.13 0.13 0.48 0.48 Sat Flow, veh/h 656 3597 3157 482 1616 1442 Grp Volume(v), veh/h 36 491 411 412 58 30 Grp Sat Flow(s),veh/h/ln 656 1752 1770 1776 1616 1442 Q Serve(g_s), s 2.9 6.0 13.2 13.2 1.2 0.7 Cycle Q Clear(g_c), s 16.1 6.0 13.2 13.2 1.2 0.7 Prop In Lane 1.00 0.27 1.00 1.00 Lane Grp Cap(c), veh/h 227 1341 677 679 782 698 V/C Ratio(X) 0.16 0.37 0.61 0.61 0.07 0.04 Avail Cap(c_a), veh/h 293 1694 855 858 782 698 HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.61 0.61 1.00 1.00 Uniform Delay (d), s/veh 22.3 13.3 21.9 21.9 8.3 8.2 Incr Delay (d2), s/veh 0.3 0.2 0.5 0.5 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 2.9 6.6 6.6 0.6 0.3 LnGrp Delay(d),s/veh 22.6 13.5 22.5 22.5 8.5 8.3 LnGrp LOS C B C C A A Approach Vol, veh/h 527 823 88 Approach Delay, s/veh 14.1 22.5 8.4 Approach LOS B C A Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 27.0 33.0 27.0 Change Period (Y+Rc), s 4.0 4.0 4.0 Max Green Setting (Gmax), s 29.0 23.0 29.0 Max Q Clear Time (g_c+I1), s 18.1 3.2 15.2 Green Ext Time (p_c), s 4.8 0.3 5.5 Intersection Summary HCM 2010 Ctrl Delay 18.5 HCM 2010 LOS B HCM 2010 Signalized Intersection Summary 2: SR 99 (Pacific Highway) & S 336th Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing AM Peak Hour Synchro 8 Report MJG Page 3 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Volume (veh/h) 149 170 123 49 307 50 3 266 685 34 9 35 397 176 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 00000 000 000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1827 1827 1827 1863 1863 1900 1845 1845 1845 1827 1827 1827 Adj Flow Rate, veh/h 189 215 156 58 361 59 286 737 37 44 496 220 Adj No. of Lanes 1 11120 221 131 Peak Hour Factor 0.79 0.79 0.79 0.85 0.85 0.85 0.93 0.93 0.93 0.80 0.80 0.80 Percent Heavy Veh, % 4 44222 333 444 Cap, veh/h 303 379 321 306 555 90 395 1168 516 263 1840 569 Arrive On Green 0.11 0.35 0.35 0.04 0.18 0.18 0.12 0.33 0.33 0.15 0.37 0.37 Sat Flow, veh/h 1740 1827 1548 1774 3049 494 3408 3505 1549 1740 4988 1543 Grp Volume(v), veh/h 189 215 156 58 208 212 286 737 37 44 496 220 Grp Sat Flow(s),veh/h/ln1740 1827 1548 1774 1770 1774 1704 1752 1549 1740 1663 1543 Q Serve(g_s), s 4.0 5.7 4.8 1.6 6.5 6.7 4.9 10.7 0.7 1.3 4.2 6.3 Cycle Q Clear(g_c), s 4.0 5.7 4.8 1.6 6.5 6.7 4.9 10.7 0.7 1.3 4.2 6.3 Prop In Lane 1.00 1.00 1.00 0.28 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 303 379 321 306 322 323 395 1168 516 263 1840 569 V/C Ratio(X) 0.62 0.57 0.49 0.19 0.65 0.66 0.72 0.63 0.07 0.17 0.27 0.39 Avail Cap(c_a), veh/h 303 487 413 351 472 473 454 1168 516 263 1840 569 HCM Platoon Ratio 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh20.5 17.4 17.1 18.9 22.7 22.8 25.6 16.9 7.4 22.2 13.3 13.9 Incr Delay (d2), s/veh 3.7 1.2 1.1 0.3 2.2 2.3 4.8 2.6 0.3 0.3 0.4 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.5 3.0 2.1 0.8 3.4 3.4 2.5 5.5 0.3 0.7 1.9 3.0 LnGrp Delay(d),s/veh 24.2 18.7 18.2 19.2 24.9 25.1 30.4 19.5 7.7 22.5 13.6 15.9 LnGrp LOS C B B B C C C B A C B B Approach Vol, veh/h 560 478 1060 760 Approach Delay, s/veh 20.4 24.3 22.0 14.8 Approach LOS C C C B Timer 1 2345678 Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s13.1 24.0 6.5 16.4 10.9 26.1 8.0 14.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s4.0 20.0 4.0 16.0 8.0 16.0 4.0 16.0 Max Q Clear Time (g_c+I1), s3.3 12.7 3.6 7.7 6.9 8.3 6.0 8.7 Green Ext Time (p_c), s 0.3 2.2 0.0 2.2 0.1 2.2 0.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 20.2 HCM 2010 LOS C Notes User approved ignoring U-Turning movement. HCM 2010 TWSC 3: Celebration Park Road & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing AM Peak Hour Synchro 8 Report MJG Page 5 Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 96 17 5 3 16 11 4 0 5 21 0 159 Conflicting Peds, #/hr 0 0 3 3 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 68 68 68 56 56 56 87 87 87 Heavy Vehicles, % 5 5 5 3 3 3 0 0 0 3 3 3 Mvmt Flow 120 21 6 4 24 16 7 0 9 24 0 183 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 40 0 0 28 0 0 396 313 27 309 308 35 Stage 1 - - - - - - 264 264 - 40 40 - Stage 2 - - - - - - 132 49 - 269 268 - Critical Hdwy 4.15 - - 4.13 - - 7.1 6.5 6.2 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.13 5.53 - Follow-up Hdwy 2.245 - - 2.227 - - 3.5 4 3.3 3.527 4.027 3.327 Pot Cap-1 Maneuver 1550 - - 1579 - - 568 606 1054 641 604 1035 Stage 1 - - - - - - 746 694 - 972 860 - Stage 2 - - - - - - 876 858 - 734 685 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1546 - - 1575 - - 437 556 1051 594 555 1032 Mov Cap-2 Maneuver - - - - - - 437 556 - 594 555 - Stage 1 - - - - - - 687 639 - 895 857 - Stage 2 - - - - - - 717 855 - 669 631 - Approach EB WB NB SB HCM Control Delay, s 6.1 0.7 10.7 9.8 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 647 1546 - - 1575 - - 950 HCM Lane V/C Ratio 0.025 0.078 - - 0.003 - - 0.218 HCM Control Delay (s) 10.7 7.5 0 - 7.3 0 - 9.8 HCM Lane LOS B A A - A A - A HCM 95th %tile Q(veh) 0.1 0.3 - - 0 - - 0.8 HCM 2010 TWSC 4: 13th Place S & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing AM Peak Hour Synchro 8 Report MJG Page 6 Intersection Int Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 40 0 0 0 27 2 0 0 4 1 Conflicting Peds, #/hr 1 0 1 1 0 1 2 0 1 1 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 92 92 92 66 66 66 63 63 63 Heavy Vehicles, % 8 8 8 2 2 2 7 7 7 80 80 80 Mvmt Flow 0 0 48 0 0 0 41 3 0 0 6 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 94 94 10 118 95 6 9 0 0 4 0 0 Stage 1 8 8 - 86 86 - - - - - - - Stage 2 86 86 - 32 9 - - - - - - - Critical Hdwy 7.18 6.58 6.28 7.12 6.52 6.22 4.17 - - 4.9 - - Critical Hdwy Stg 1 6.18 5.58 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.518 4.018 3.318 2.263 - - 2.92 - - Pot Cap-1 Maneuver 875 785 1054 858 795 1077 1579 - - 1228 - - Stage 1 998 877 - 922 824 - - - - - - - Stage 2 907 812 - 984 888 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 855 763 1051 800 773 1074 1576 - - 1226 - - Mov Cap-2 Maneuver 855 763 - 800 773 - - - - - - - Stage 1 971 876 - 897 802 - - - - - - - Stage 2 882 790 - 937 887 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.6 0 6.8 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1576 - - - 1051 - 1226 - - HCM Lane V/C Ratio 0.026 - - - 0.046 ---- HCM Control Delay (s) 7.3 0 - 0 8.6 0 0 - - HCM Lane LOS A A -AAAA - - HCM 95th %tile Q(veh) 0.1 - - - 0.1 - 0 - - HCM 2010 TWSC 5: SR 99 (Pacific Highway) & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing AM Peak Hour Synchro 8 Report MJG Page 7 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBU NBL NBT SBT SBR Vol, veh/h 0 16 27 24 842 604 4 Conflicting Peds, #/hr 1 2240 04 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 100 - - - Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 80 80 84 84 84 88 88 Heavy Vehicles, % 19 19 4 4 4 4 4 Mvmt Flow 0 20 32 29 1002 686 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1213 351 524 693 0 - 0 Stage 1 691 ---- -- Stage 2 522 ---- -- Critical Hdwy 6.08 7.48 5.68 5.38 - - - Critical Hdwy Stg 1 6.98 ---- -- Critical Hdwy Stg 2 6.38 ---- -- Follow-up Hdwy 3.99 4.09 2.34 3.14 - - - Pot Cap-1 Maneuver 212 515 794 542 - - - Stage 1 338 ---- -- Stage 2 471 ---- -- Platoon blocked, % - - - Mov Cap-1 Maneuver 211 512 641 641 - - - Mov Cap-2 Maneuver 211 ---- -- Stage 1 337 ---- -- Stage 2 470 ---- -- Approach EB NB SB HCM Control Delay, s 12.3 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 641 - 512 - - HCM Lane V/C Ratio 0.095 - 0.039 - - HCM Control Delay (s) 11.2 - 12.3 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.3 - 0.1 - - HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing AM Peak Hour Synchro 8 Report MJG Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Volume (veh/h) 20 12 43 32 12 21 5 33 771 13 31 10 Number 7 4 14 3 8 18 5 2 12 1 Initial Q (Qb), veh 000000 000 0 Ped-Bike Adj(A_pbT) 0.98 0.98 0.98 0.98 0.99 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1900 1792 1792 1900 1827 1827 1827 1827 Adj Flow Rate, veh/h 29 17 62 45 17 30 38 886 15 12 Adj No. of Lanes 110110 121 1 Peak Hour Factor 0.69 0.69 0.69 0.71 0.71 0.71 0.87 0.87 0.87 0.85 Percent Heavy Veh, %111666 444 4 Cap, veh/h 279 36 130 250 64 113 786 996 434 667 Arrive On Green 0.03 0.10 0.10 0.04 0.11 0.11 0.72 0.57 0.57 0.31 Sat Flow, veh/h 1792 349 1272 1707 574 1013 1740 3471 1512 1740 Grp Volume(v), veh/h 29 0 79 45 0 47 38 886 15 12 Grp Sat Flow(s),veh/h/ln 1792 0 1621 1707 0 1587 1740 1736 1512 1740 Q Serve(g_s), s 0.9 0.0 2.8 1.4 0.0 1.6 0.0 13.3 0.2 0.0 Cycle Q Clear(g_c), s 0.9 0.0 2.8 1.4 0.0 1.6 0.0 13.3 0.2 0.0 Prop In Lane 1.00 0.78 1.00 0.64 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 279 0 166 250 0 178 786 996 434 667 V/C Ratio(X) 0.10 0.00 0.48 0.18 0.00 0.26 0.05 0.89 0.03 0.02 Avail Cap(c_a), veh/h 353 0 432 304 0 423 786 1157 504 667 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.2 0.0 25.4 23.0 0.0 24.4 4.6 11.9 5.3 13.9 Incr Delay (d2), s/veh 0.2 0.0 2.1 0.3 0.0 0.8 0.0 11.7 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 1.3 0.7 0.0 0.7 0.2 7.8 0.1 0.1 LnGrp Delay(d),s/veh 23.4 0.0 27.5 23.3 0.0 25.2 4.7 23.7 5.5 14.0 LnGrp LOS C C C C A C A B Approach Vol, veh/h 108 92 939 Approach Delay, s/veh 26.4 24.3 22.6 Approach LOS C C C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 22.5 21.2 6.1 10.1 25.5 18.3 5.5 10.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 4.0 20.0 4.0 16.0 4.0 20.0 4.0 16.0 Max Q Clear Time (g_c+I1), s 2.0 15.3 3.4 4.8 2.0 11.9 2.9 3.6 Green Ext Time (p_c), s 0.0 1.9 0.0 0.3 0.0 1.9 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 24.4 HCM 2010 LOS C Notes User approved ignoring U-Turning movement. HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing AM Peak Hour Synchro 8 Report MJG Page 9 Movement SBT SBR Lane Configurations Volume (veh/h) 526 14 Number 6 16 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT) 0.97 Parking Bus, Adj 1.00 1.00 Adj Sat Flow, veh/h/ln 1827 1827 Adj Flow Rate, veh/h 619 16 Adj No. of Lanes 2 1 Peak Hour Factor 0.85 0.85 Percent Heavy Veh, % 4 4 Cap, veh/h 827 358 Arrive On Green 0.24 0.24 Sat Flow, veh/h 3471 1504 Grp Volume(v), veh/h 619 16 Grp Sat Flow(s),veh/h/ln 1736 1504 Q Serve(g_s), s 9.9 0.4 Cycle Q Clear(g_c), s 9.9 0.4 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 827 358 V/C Ratio(X) 0.75 0.04 Avail Cap(c_a), veh/h 1157 501 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I) 1.00 1.00 Uniform Delay (d), s/veh 21.2 11.0 Incr Delay (d2), s/veh 6.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 0.2 LnGrp Delay(d),s/veh 27.3 11.3 LnGrp LOS C B Approach Vol, veh/h 647 Approach Delay, s/veh 26.7 Approach LOS C Timer HCM 2010 TWSC 7: 13th Avenue S & Celebration Park Road 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing AM Peak Hour Synchro 8 Report MJG Page 11 Intersection Int Delay, s/veh 3.8 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 102 13 14 40 56 154 Conflicting Peds, #/hr 0 1 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 68 68 83 83 Heavy Vehicles, % 4 4 0 0 4 4 Mvmt Flow 131 17 21 59 67 186 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 261 162 254 0 - 0 Stage 1 161 - - - - - Stage 2 100 - - - - - Critical Hdwy 6.44 6.24 4.1 - - - Critical Hdwy Stg 1 5.44 - - - - - Critical Hdwy Stg 2 5.44 - - - - - Follow-up Hdwy 3.536 3.336 2.2 - - - Pot Cap-1 Maneuver 724 878 1323 - - - Stage 1 863 - - - - - Stage 2 919 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 711 877 1322 - - - Mov Cap-2 Maneuver 711 - - - - - Stage 1 862 - - - - - Stage 2 904 - - - - - Approach EB NB SB HCM Control Delay, s 11.2 2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1322 - 727 - - HCM Lane V/C Ratio 0.016 - 0.203 - - HCM Control Delay (s) 7.8 0 11.2 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.8 - - HCM 2010 Signalized Intersection Summary 1: S 336th Street & 13th Place S 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing PM Peak Hour Synchro 8 Report MJG Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 19 789 772 39 84 32 Number 7 4 8 18 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1881 1900 1900 1900 Adj Flow Rate, veh/h 22 928 839 42 89 34 Adj No. of Lanes 122011 Peak Hour Factor 0.85 0.85 0.92 0.92 0.94 0.94 Percent Heavy Veh, %111100 Cap, veh/h 517 1814 1758 88 297 265 Arrive On Green 0.51 0.51 0.51 0.51 0.16 0.16 Sat Flow, veh/h 633 3668 3558 173 1810 1615 Grp Volume(v), veh/h 22 928 433 448 89 34 Grp Sat Flow(s),veh/h/ln 633 1787 1787 1850 1810 1615 Q Serve(g_s), s 0.6 4.2 3.8 3.8 1.1 0.4 Cycle Q Clear(g_c), s 4.4 4.2 3.8 3.8 1.1 0.4 Prop In Lane 1.00 0.09 1.00 1.00 Lane Grp Cap(c), veh/h 517 1814 907 939 297 265 V/C Ratio(X) 0.04 0.51 0.48 0.48 0.30 0.13 Avail Cap(c_a), veh/h 612 2347 1174 1215 1188 1060 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 5.3 4.0 3.9 3.9 9.0 8.7 Incr Delay (d2), s/veh 0.0 0.2 0.4 0.4 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 2.0 1.9 2.0 0.6 0.2 LnGrp Delay(d),s/veh 5.4 4.2 4.3 4.3 9.5 8.9 LnGrp LOS AAAAAA Approach Vol, veh/h 950 881 123 Approach Delay, s/veh 4.2 4.3 9.3 Approach LOS A A A Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 16.4 8.0 16.4 Change Period (Y+Rc), s 4.0 4.0 4.0 Max Green Setting (Gmax), s 16.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 6.4 3.1 5.8 Green Ext Time (p_c), s 5.9 0.3 6.2 Intersection Summary HCM 2010 Ctrl Delay 4.6 HCM 2010 LOS A HCM 2010 Signalized Intersection Summary 2: SR 99 (Pacific Highway) & S 336th Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing PM Peak Hour Synchro 8 Report MJG Page 3 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Volume (veh/h) 206 361 247 256 443 114 13 176 892 86 19 85 1427 269 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 00000 000 000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1881 1881 1881 1900 1881 1881 1881 1881 1881 1881 Adj Flow Rate, veh/h 254 446 305 269 466 120 189 959 92 91 1534 289 Adj No. of Lanes 1 11120 221 131 Peak Hour Factor 0.81 0.81 0.81 0.95 0.95 0.95 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 11111 111 111 Cap, veh/h 343 463 390 285 736 188 267 1252 553 117 1738 537 Arrive On Green 0.08 0.25 0.25 0.09 0.26 0.26 0.08 0.35 0.35 0.07 0.34 0.34 Sat Flow, veh/h 1792 1881 1585 1792 2815 720 3476 3574 1578 1792 5136 1586 Grp Volume(v), veh/h 254 446 305 269 295 291 189 959 92 91 1534 289 Grp Sat Flow(s),veh/h/ln1792 1881 1585 1792 1787 1747 1738 1787 1578 1792 1712 1586 Q Serve(g_s), s 5.0 15.2 11.7 6.0 9.5 9.6 3.5 15.5 2.6 3.3 18.3 9.6 Cycle Q Clear(g_c), s 5.0 15.2 11.7 6.0 9.5 9.6 3.5 15.5 2.6 3.3 18.3 9.6 Prop In Lane 1.00 1.00 1.00 0.41 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 343 463 390 285 467 457 267 1252 553 117 1738 537 V/C Ratio(X) 0.74 0.96 0.78 0.95 0.63 0.64 0.71 0.77 0.17 0.78 0.88 0.54 Avail Cap(c_a), veh/h 343 463 390 285 467 457 267 1252 553 138 1738 537 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh21.1 24.2 22.9 20.8 21.2 21.3 29.3 18.8 14.6 29.9 20.3 17.4 Incr Delay (d2), s/veh 8.3 32.4 9.9 38.7 2.7 2.9 8.3 4.5 0.6 21.0 6.9 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.9 12.0 6.2 4.9 5.0 5.0 2.0 8.4 1.2 2.3 9.6 4.7 LnGrp Delay(d),s/veh 29.3 56.6 32.7 59.5 23.9 24.2 37.5 23.3 15.2 50.9 27.2 21.2 LnGrp LOS C E C E C C D C B D C C Approach Vol, veh/h 1005 855 1240 1914 Approach Delay, s/veh 42.5 35.2 24.8 27.4 Approach LOS D D C C Timer 1 2345678 Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s8.2 26.8 10.0 20.0 9.0 26.0 9.0 21.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s5.0 22.0 6.0 16.0 5.0 22.0 5.0 17.0 Max Q Clear Time (g_c+I1), s5.3 17.5 8.0 17.2 5.5 20.3 7.0 11.6 Green Ext Time (p_c), s 0.0 4.0 0.0 0.0 0.0 1.6 0.0 2.9 Intersection Summary HCM 2010 Ctrl Delay 31.1 HCM 2010 LOS C Notes User approved ignoring U-Turning movement. HCM 2010 TWSC 3: Celebration Park Road & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing PM Peak Hour Synchro 8 Report MJG Page 5 Intersection Int Delay, s/veh 8.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 271 17 0 0 11 37 3 3 0 9 1 254 Conflicting Peds, #/hr 2 0 2 2 0 2 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 77 77 77 63 63 63 75 75 75 92 92 92 Heavy Vehicles, % 1 1 1 0 0 0 0 0 0 0 0 0 Mvmt Flow 352 22 0 0 17 59 4 4 0 10 1 276 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 76 0 0 22 0 0 911 802 24 775 773 49 Stage 1 - - - - - - 726 726 - 47 47 - Stage 2 - - - - - - 185 76 - 728 726 - Critical Hdwy 4.11 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1529 - - 1607 - - 257 320 1058 318 332 1025 Stage 1 - - - - - - 419 433 - 972 860 - Stage 2 - - - - - - 821 836 - 418 433 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1526 - - 1604 - - 153 245 1056 257 254 1023 Mov Cap-2 Maneuver - - - - - - 153 245 - 257 254 - Stage 1 - - - - - - 321 332 - 745 860 - Stage 2 - - - - - - 598 836 - 316 332 - Approach EB WB NB SB HCM Control Delay, s 7.6 0 25 10.7 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 188 1526 - - 1604 - - 919 HCM Lane V/C Ratio 0.043 0.231 -----0.312 HCM Control Delay (s) 25 8.1 0 - 0 - - 10.7 HCM Lane LOS D A A - A - - B HCM 95th %tile Q(veh) 0.1 0.9 - - 0 - - 1.3 HCM 2010 TWSC 4: 13th Place S & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing PM Peak Hour Synchro 8 Report MJG Page 6 Intersection Int Delay, s/veh 7.5 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 0 0 38 0 0 0 44 1 0 0 0 1 Conflicting Peds, #/hr 0 1 0 3 3 0 1 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - - None - - None - - None - - None Storage Length - 95 - - - - - - - - - - - Veh in Median Storage, # - - 0 - - 0 - - 0 - - 0 - Grade, % - - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 70 70 70 70 92 92 92 63 63 63 25 25 25 Heavy Vehicles, % 3 3 3 3 2 2 2 0 0 0 0 0 0 Mvmt Flow 1 0 0 54 0 0 0 70 2 0 0 0 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 0 149 149 5 176 151 5 7 0 0 5 0 0 Stage 1 0 5 5 - 144 144 - - - - - - - Stage 2 0 144 144 - 32 7 - - - - - - - Critical Hdwy - 7.13 6.53 6.23 7.12 6.52 6.22 4.1 - - 4.1 - - Critical Hdwy Stg 1 - 6.13 5.53 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 - 6.13 5.53 - 6.12 5.52 - - - - - - - Follow-up Hdwy - 3.527 4.027 3.327 3.518 4.018 3.318 2.2 - - 2.2 - - Pot Cap-1 Maneuver 0 817 741 1075 786 741 1078 1627 - - 1630 - - Stage 1 0 1015 890 - 859 778 - - - - - - - Stage 2 0 856 776 - 984 890 - - - - - - - Platoon blocked, % - - - - - Mov Cap-1 Maneuver 0 788 706 1072 720 706 1075 1627 - - 1630 - - Mov Cap-2 Maneuver 0 788 706 - 720 706 - - - - - - - Stage 1 0 969 888 - 820 743 - - - - - - - Stage 2 0 819 741 - 934 888 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.5 0 7.1 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1627 - - - 1072 - 1630 - - HCM Lane V/C Ratio 0.043 - - - 0.051 ---- HCM Control Delay (s) 7.3 0 - 0 8.5 0 0 - - HCM Lane LOS A A -AAAA - - HCM 95th %tile Q(veh) 0.1 - - - 0.2 - 0 - - HCM 2010 TWSC 5: SR 99 (Pacific Highway) & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing PM Peak Hour Synchro 8 Report MJG Page 7 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBU NBL NBT SBT SBR Vol, veh/h 0 31 27 23 1214 1874 4 Conflicting Peds, #/hr 4 0 0 17 0 0 17 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 100 - - - Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 86 86 97 97 97 98 98 Heavy Vehicles, % 13 13 1 1 1 1 1 Mvmt Flow 0 36 28 24 1252 1912 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2522 979 1435 1920 0 - 0 Stage 1 1918 ---- -- Stage 2 604 ---- -- Critical Hdwy 5.96 7.36 5.62 5.32 - - - Critical Hdwy Stg 1 6.86 ---- -- Critical Hdwy Stg 2 6.26 ---- -- Follow-up Hdwy 3.93 4.03 2.31 3.11 - - - Pot Cap-1 Maneuver 41 199 254 139 - - - Stage 1 57 ---- -- Stage 2 438 ---- -- Platoon blocked, % - - - Mov Cap-1 Maneuver 41 196 170 170 - - - Mov Cap-2 Maneuver 41 ---- -- Stage 1 57 ---- -- Stage 2 437 ---- -- Approach EB NB SB HCM Control Delay, s 27.5 1.4 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 170 - 196 - - HCM Lane V/C Ratio 0.303 - 0.184 - - HCM Control Delay (s) 35.1 - 27.5 - - HCM Lane LOS E - D - - HCM 95th %tile Q(veh) 1.2 - 0.7 - - HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing PM Peak Hour Synchro 8 Report MJG Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Volume (veh/h) 50 22 66 34 28 36 19 49 1115 32 98 24 Number 7 4 14 3 8 18 5 2 12 1 Initial Q (Qb), veh 000000 000 0 Ped-Bike Adj(A_pbT) 0.97 0.96 0.97 0.95 1.00 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1881 1881 1881 1881 Adj Flow Rate, veh/h 55 24 73 41 34 44 52 1174 34 25 Adj No. of Lanes 110110 121 1 Peak Hour Factor 0.91 0.91 0.91 0.82 0.82 0.82 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000 111 1 Cap, veh/h 261 51 155 240 89 115 194 2193 966 329 Arrive On Green 0.04 0.13 0.13 0.03 0.12 0.12 0.03 0.61 0.61 0.02 Sat Flow, veh/h 1810 400 1218 1810 732 947 1792 3574 1574 1792 Grp Volume(v), veh/h 55 0 97 41 0 78 52 1174 34 25 Grp Sat Flow(s),veh/h/ln 1810 0 1618 1810 0 1678 1792 1787 1574 1792 Q Serve(g_s), s 2.0 0.0 4.3 1.5 0.0 3.3 0.8 14.6 0.7 0.4 Cycle Q Clear(g_c), s 2.0 0.0 4.3 1.5 0.0 3.3 0.8 14.6 0.7 0.4 Prop In Lane 1.00 0.75 1.00 0.56 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 261 0 207 240 0 204 194 2193 966 329 V/C Ratio(X) 0.21 0.00 0.47 0.17 0.00 0.38 0.27 0.54 0.04 0.08 Avail Cap(c_a), veh/h 289 0 335 279 0 347 225 2193 966 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.3 0.0 31.3 28.5 0.0 31.3 14.7 8.6 5.9 6.9 Incr Delay (d2), s/veh 0.4 0.0 1.7 0.3 0.0 1.2 0.7 0.3 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 2.0 0.8 0.0 1.6 0.7 7.3 0.3 0.2 LnGrp Delay(d),s/veh 28.7 0.0 32.9 28.9 0.0 32.4 15.4 8.9 5.9 7.0 LnGrp LOS C C C C B A A A Approach Vol, veh/h 152 119 1260 Approach Delay, s/veh 31.4 31.2 9.0 Approach LOS C C A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 5.7 51.4 6.3 13.9 6.7 50.4 6.8 13.4 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 45.0 4.0 16.0 4.0 50.0 4.0 16.0 Max Q Clear Time (g_c+I1), s 2.4 16.6 3.5 6.3 2.8 35.6 4.0 5.3 Green Ext Time (p_c), s 0.0 21.4 0.0 0.5 0.0 10.8 0.0 0.5 Intersection Summary HCM 2010 Ctrl Delay 14.7 HCM 2010 LOS B Notes User approved ignoring U-Turning movement. HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing PM Peak Hour Synchro 8 Report MJG Page 9 Movement SBT SBR Lane Configurations Volume (veh/h) 1770 52 Number 6 16 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT) 0.98 Parking Bus, Adj 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 Adj Flow Rate, veh/h 1863 55 Adj No. of Lanes 2 1 Peak Hour Factor 0.95 0.95 Percent Heavy Veh, % 1 1 Cap, veh/h 2146 945 Arrive On Green 0.60 0.60 Sat Flow, veh/h 3574 1574 Grp Volume(v), veh/h 1863 55 Grp Sat Flow(s),veh/h/ln 1787 1574 Q Serve(g_s), s 33.6 1.1 Cycle Q Clear(g_c), s 33.6 1.1 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 2146 945 V/C Ratio(X) 0.87 0.06 Avail Cap(c_a), veh/h 2311 1018 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I) 1.00 1.00 Uniform Delay (d), s/veh 12.9 6.4 Incr Delay (d2), s/veh 3.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 17.4 0.5 LnGrp Delay(d),s/veh 16.5 6.4 LnGrp LOS B A Approach Vol, veh/h 1943 Approach Delay, s/veh 16.1 Approach LOS B Timer HCM 2010 TWSC 7: 13th Avenue S & Celebration Park Road 8/7/2019 Celebration Apartments 6/19/2019 2019 Existing PM Peak Hour Synchro 8 Report MJG Page 11 Intersection Int Delay, s/veh 9.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 260 32 35 106 68 230 Conflicting Peds, #/hr 2 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 76 76 93 93 96 96 Heavy Vehicles, % 1 1 1 1 1 1 Mvmt Flow 342 42 38 114 71 240 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 382 193 312 0 - 0 Stage 1 193 - - - - - Stage 2 189 - - - - - Critical Hdwy 6.41 6.21 4.11 - - - Critical Hdwy Stg 1 5.41 - - - - - Critical Hdwy Stg 2 5.41 - - - - - Follow-up Hdwy 3.509 3.309 2.209 - - - Pot Cap-1 Maneuver 622 851 1254 - - - Stage 1 842 - - - - - Stage 2 846 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 600 850 1254 - - - Mov Cap-2 Maneuver 600 - - - - - Stage 1 841 - - - - - Stage 2 818 - - - - - Approach EB NB SB HCM Control Delay, s 19.8 2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1254 - 620 - - HCM Lane V/C Ratio 0.03 - 0.62 - - HCM Control Delay (s) 8 0 19.8 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 4.3 - - HCM 2010 Signalized Intersection Summary 1: S 336th Street & 13th Place S 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline AM Peak Hour Synchro 8 Report MJG Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 33 448 744 117 50 26 Number 7 4 8 18 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1845 1845 1863 1900 1696 1696 Adj Flow Rate, veh/h 41 553 800 126 66 34 Adj No. of Lanes 122011 Peak Hour Factor 0.81 0.81 0.93 0.93 0.76 0.76 Percent Heavy Veh, %33221212 Cap, veh/h 209 1487 1300 205 745 665 Arrive On Green 0.42 0.42 0.14 0.14 0.46 0.46 Sat Flow, veh/h 596 3597 3157 482 1616 1442 Grp Volume(v), veh/h 41 553 462 464 66 34 Grp Sat Flow(s),veh/h/ln 596 1752 1770 1776 1616 1442 Q Serve(g_s), s 4.3 7.5 17.2 17.2 1.6 0.9 Cycle Q Clear(g_c), s 21.5 7.5 17.2 17.2 1.6 0.9 Prop In Lane 1.00 0.27 1.00 1.00 Lane Grp Cap(c), veh/h 209 1487 751 754 745 665 V/C Ratio(X) 0.20 0.37 0.62 0.62 0.09 0.05 Avail Cap(c_a), veh/h 271 1853 935 939 745 665 HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.70 0.70 1.00 1.00 Uniform Delay (d), s/veh 25.4 13.8 24.7 24.7 10.6 10.4 Incr Delay (d2), s/veh 0.5 0.2 0.6 0.6 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 3.6 8.6 8.6 0.8 0.4 LnGrp Delay(d),s/veh 25.8 13.9 25.3 25.3 10.8 10.5 LnGrp LOS C B C C B B Approach Vol, veh/h 594 926 100 Approach Delay, s/veh 14.7 25.3 10.7 Approach LOS B C B Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 33.7 36.3 33.7 Change Period (Y+Rc), s 4.0 4.0 4.0 Max Green Setting (Gmax), s 37.0 25.0 37.0 Max Q Clear Time (g_c+I1), s 23.5 3.6 19.2 Green Ext Time (p_c), s 6.2 0.3 7.2 Intersection Summary HCM 2010 Ctrl Delay 20.5 HCM 2010 LOS C HCM 2010 Signalized Intersection Summary 2: SR 99 (Pacific Highway) & S 336th Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline AM Peak Hour Synchro 8 Report MJG Page 3 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Volume (veh/h) 168 191 138 55 346 56 3 299 771 38 10 39 447 198 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 00000 000 000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1827 1827 1827 1863 1863 1900 1845 1845 1845 1827 1827 1827 Adj Flow Rate, veh/h 213 242 175 65 407 66 322 829 41 49 559 248 Adj No. of Lanes 1 11120 221 131 Peak Hour Factor 0.79 0.79 0.79 0.85 0.85 0.85 0.93 0.93 0.93 0.80 0.80 0.80 Percent Heavy Veh, % 4 44222 333 444 Cap, veh/h 253 364 308 259 560 90 1030 1737 771 61 1140 351 Arrive On Green 0.10 0.33 0.33 0.04 0.18 0.18 0.30 0.50 0.50 0.07 0.46 0.46 Sat Flow, veh/h 1740 1827 1548 1774 3052 491 3408 3505 1555 1740 4988 1537 Grp Volume(v), veh/h 213 242 175 65 235 238 322 829 41 49 559 248 Grp Sat Flow(s),veh/h/ln1740 1827 1548 1774 1770 1774 1704 1752 1555 1740 1663 1537 Q Serve(g_s), s 4.0 7.9 3.1 2.1 8.7 8.9 5.1 10.9 1.0 1.9 5.5 7.0 Cycle Q Clear(g_c), s 4.0 7.9 3.1 2.1 8.7 8.9 5.1 10.9 1.0 1.9 5.5 7.0 Prop In Lane 1.00 1.00 1.00 0.28 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 253 364 308 259 325 326 1030 1737 771 61 1140 351 V/C Ratio(X) 0.84 0.67 0.57 0.25 0.72 0.73 0.31 0.48 0.05 0.80 0.49 0.71 Avail Cap(c_a), veh/h 253 418 354 287 404 406 1030 1737 771 224 1140 351 HCM Platoon Ratio 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh26.8 21.4 4.8 22.2 26.9 26.9 18.8 11.7 9.1 32.3 16.1 10.4 Incr Delay (d2), s/veh 20.3 3.0 1.5 0.5 4.7 5.1 0.2 0.9 0.1 20.9 1.5 11.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.7 4.2 1.4 1.0 4.7 4.8 2.4 5.5 0.4 1.3 2.6 4.0 LnGrp Delay(d),s/veh 47.1 24.4 6.3 22.7 31.6 32.1 19.0 12.6 9.3 53.2 17.7 21.7 LnGrp LOS D C A C C C B B A D B C Approach Vol, veh/h 630 538 1192 856 Approach Delay, s/veh 27.0 30.7 14.2 20.9 Approach LOS C C B C Timer 1 2345678 Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s6.5 38.7 6.9 17.9 25.1 20.0 8.0 16.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s9.0 25.0 4.0 16.0 18.0 16.0 4.0 16.0 Max Q Clear Time (g_c+I1), s3.9 12.9 4.1 9.9 7.1 9.0 6.0 10.9 Green Ext Time (p_c), s 0.0 4.5 0.0 2.1 4.3 2.2 0.0 1.9 Intersection Summary HCM 2010 Ctrl Delay 21.3 HCM 2010 LOS C Notes User approved ignoring U-Turning movement. HCM 2010 TWSC 3: Celebration Park Road & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline AM Peak Hour Synchro 8 Report MJG Page 5 Intersection Int Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 108 19 6 3 18 12 5 0 6 24 0 179 Conflicting Peds, #/hr 0 0 3 3 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 68 68 68 56 56 56 87 87 87 Heavy Vehicles, % 5 5 5 3 3 3 0 0 0 3 3 3 Mvmt Flow 135 24 8 4 26 18 9 0 11 28 0 206 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 44 0 0 31 0 0 445 351 31 347 345 38 Stage 1 - - - - - - 298 298 - 44 44 - Stage 2 - - - - - - 147 53 - 303 301 - Critical Hdwy 4.15 - - 4.13 - - 7.1 6.5 6.2 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.13 5.53 - Follow-up Hdwy 2.245 - - 2.227 - - 3.5 4 3.3 3.527 4.027 3.327 Pot Cap-1 Maneuver 1545 - - 1575 - - 527 577 1049 606 576 1031 Stage 1 - - - - - - 715 671 - 968 856 - Stage 2 - - - - - - 860 855 - 704 663 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1541 - - 1571 - - 391 524 1046 556 523 1028 Mov Cap-2 Maneuver - - - - - - 391 524 - 556 523 - Stage 1 - - - - - - 651 611 - 882 853 - Stage 2 - - - - - - 684 852 - 633 604 - Approach EB WB NB SB HCM Control Delay, s 6.1 0.7 11.3 10.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 594 1541 - - 1571 - - 934 HCM Lane V/C Ratio 0.033 0.088 - - 0.003 - - 0.25 HCM Control Delay (s) 11.3 7.6 0 - 7.3 0 - 10.1 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.1 0.3 - - 0 - - 1 HCM 2010 TWSC 4: 13th Place S & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline AM Peak Hour Synchro 8 Report MJG Page 6 Intersection Int Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 45 0 0 0 30 2 0 0 5 1 Conflicting Peds, #/hr 1 0 1 1 0 1 2 0 1 1 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 92 92 92 66 66 66 63 63 63 Heavy Vehicles, % 8 8 8 2 2 2 7 7 7 80 80 80 Mvmt Flow 0 0 54 0 0 0 45 3 0 0 8 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 105 105 12 132 106 6 11 0 0 4 0 0 Stage 1 10 10 - 95 95 - - - - - - - Stage 2 95 95 - 37 11 - - - - - - - Critical Hdwy 7.18 6.58 6.28 7.12 6.52 6.22 4.17 - - 4.9 - - Critical Hdwy Stg 1 6.18 5.58 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.518 4.018 3.318 2.263 - - 2.92 - - Pot Cap-1 Maneuver 861 774 1051 840 784 1077 1576 - - 1228 - - Stage 1 996 875 - 912 816 - - - - - - - Stage 2 897 805 - 978 886 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 840 750 1048 777 760 1074 1573 - - 1226 - - Mov Cap-2 Maneuver 840 750 - 777 760 - - - - - - - Stage 1 966 874 - 885 792 - - - - - - - Stage 2 870 781 - 926 885 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.6 0 6.9 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1573 - - - 1048 - 1226 - - HCM Lane V/C Ratio 0.029 - - - 0.052 ---- HCM Control Delay (s) 7.4 0 - 0 8.6 0 0 - - HCM Lane LOS A A -AAAA - - HCM 95th %tile Q(veh) 0.1 - - - 0.2 - 0 - - HCM 2010 TWSC 5: SR 99 (Pacific Highway) & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline AM Peak Hour Synchro 8 Report MJG Page 7 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBU NBL NBT SBT SBR Vol, veh/h 0 18 30 27 948 680 5 Conflicting Peds, #/hr 1 2240 04 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 100 - - - Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 80 80 84 84 84 88 88 Heavy Vehicles, % 19 19 4 4 4 4 4 Mvmt Flow 0 22 36 32 1129 773 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1365 395 591 780 0 - 0 Stage 1 778 ---- -- Stage 2 587 ---- -- Critical Hdwy 6.08 7.48 5.68 5.38 - - - Critical Hdwy Stg 1 6.98 ---- -- Critical Hdwy Stg 2 6.38 ---- -- Follow-up Hdwy 3.99 4.09 2.34 3.14 - - - Pot Cap-1 Maneuver 175 481 729 493 - - - Stage 1 298 ---- -- Stage 2 434 ---- -- Platoon blocked, % - - - Mov Cap-1 Maneuver 174 479 583 583 - - - Mov Cap-2 Maneuver 174 ---- -- Stage 1 298 ---- -- Stage 2 433 ---- -- Approach EB NB SB HCM Control Delay, s 12.9 0.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 583 - 479 - - HCM Lane V/C Ratio 0.116 - 0.047 - - HCM Control Delay (s) 12 - 12.9 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.4 - 0.1 - - HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline AM Peak Hour Synchro 8 Report MJG Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Volume (veh/h) 23 14 48 36 14 24 6 37 868 15 35 11 Number 7 4 14 3 8 18 5 2 12 1 Initial Q (Qb), veh 000000 000 0 Ped-Bike Adj(A_pbT) 0.98 0.98 0.98 0.98 1.00 0.99 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1900 1792 1792 1900 1827 1827 1827 1827 Adj Flow Rate, veh/h 33 20 70 51 20 34 43 998 17 13 Adj No. of Lanes 110110 121 1 Peak Hour Factor 0.69 0.69 0.69 0.71 0.71 0.71 0.87 0.87 0.87 0.85 Percent Heavy Veh, %111666 444 4 Cap, veh/h 261 38 132 229 67 114 516 2145 948 449 Arrive On Green 0.03 0.10 0.10 0.04 0.11 0.11 0.06 1.00 1.00 0.01 Sat Flow, veh/h 1792 361 1263 1707 589 1001 1740 3471 1534 1740 Grp Volume(v), veh/h 33 0 90 51 0 54 43 998 17 13 Grp Sat Flow(s),veh/h/ln 1792 0 1624 1707 0 1590 1740 1736 1534 1740 Q Serve(g_s), s 1.1 0.0 3.7 1.9 0.0 2.2 0.6 0.0 0.0 0.2 Cycle Q Clear(g_c), s 1.1 0.0 3.7 1.9 0.0 2.2 0.6 0.0 0.0 0.2 Prop In Lane 1.00 0.78 1.00 0.63 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 261 0 170 229 0 181 516 2145 948 449 V/C Ratio(X) 0.13 0.00 0.53 0.22 0.00 0.30 0.08 0.47 0.02 0.03 Avail Cap(c_a), veh/h 315 0 371 265 0 364 559 2145 948 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.9 0.0 29.7 26.7 0.0 28.5 5.1 0.0 0.0 5.3 Incr Delay (d2), s/veh 0.2 0.0 2.5 0.5 0.0 0.9 0.1 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 1.8 0.9 0.0 1.0 0.3 0.2 0.0 0.1 LnGrp Delay(d),s/veh 27.1 0.0 32.2 27.2 0.0 29.4 5.2 0.7 0.0 5.4 LnGrp LOS C C C C A A A A Approach Vol, veh/h 123 105 1058 Approach Delay, s/veh 30.9 28.3 0.9 Approach LOS C C A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.9 47.3 6.5 11.3 6.3 45.9 5.9 12.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 29.0 4.0 16.0 4.0 30.0 4.0 16.0 Max Q Clear Time (g_c+I1), s 2.2 2.0 3.9 5.7 2.6 9.1 3.1 4.2 Green Ext Time (p_c), s 0.0 9.8 0.0 0.4 0.0 8.8 0.0 0.4 Intersection Summary HCM 2010 Ctrl Delay 6.5 HCM 2010 LOS A Notes User approved ignoring U-Turning movement. HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline AM Peak Hour Synchro 8 Report MJG Page 9 Movement SBT SBR Lane Configurations Volume (veh/h) 592 16 Number 6 16 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT) 0.99 Parking Bus, Adj 1.00 1.00 Adj Sat Flow, veh/h/ln 1827 1827 Adj Flow Rate, veh/h 696 19 Adj No. of Lanes 2 1 Peak Hour Factor 0.85 0.85 Percent Heavy Veh, % 4 4 Cap, veh/h 2077 917 Arrive On Green 0.60 0.60 Sat Flow, veh/h 3471 1533 Grp Volume(v), veh/h 696 19 Grp Sat Flow(s),veh/h/ln 1736 1533 Q Serve(g_s), s 7.1 0.4 Cycle Q Clear(g_c), s 7.1 0.4 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 2077 917 V/C Ratio(X) 0.34 0.02 Avail Cap(c_a), veh/h 2077 917 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I) 1.00 1.00 Uniform Delay (d), s/veh 7.1 5.7 Incr Delay (d2), s/veh 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 0.2 LnGrp Delay(d),s/veh 7.5 5.8 LnGrp LOS A A Approach Vol, veh/h 728 Approach Delay, s/veh 7.4 Approach LOS A Timer HCM 2010 TWSC 7: 13th Avenue S & Celebration Park Road 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline AM Peak Hour Synchro 8 Report MJG Page 11 Intersection Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 115 15 16 45 63 173 Conflicting Peds, #/hr 0 1 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 68 68 83 83 Heavy Vehicles, % 4 4 0 0 4 4 Mvmt Flow 147 19 24 66 76 208 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 294 182 285 0 - 0 Stage 1 181 - - - - - Stage 2 113 - - - - - Critical Hdwy 6.44 6.24 4.1 - - - Critical Hdwy Stg 1 5.44 - - - - - Critical Hdwy Stg 2 5.44 - - - - - Follow-up Hdwy 3.536 3.336 2.2 - - - Pot Cap-1 Maneuver 693 855 1289 - - - Stage 1 845 - - - - - Stage 2 907 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 679 854 1288 - - - Mov Cap-2 Maneuver 679 - - - - - Stage 1 844 - - - - - Stage 2 889 - - - - - Approach EB NB SB HCM Control Delay, s 11.8 2.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1288 - 695 - - HCM Lane V/C Ratio 0.018 - 0.24 - - HCM Control Delay (s) 7.8 0 11.8 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.9 - - HCM 2010 Signalized Intersection Summary 1: S 336th Street & 13th Place S 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report MJG Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 21 888 869 44 95 36 Number 7 4 8 18 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1881 1900 1900 1900 Adj Flow Rate, veh/h 25 1045 945 48 101 38 Adj No. of Lanes 122011 Peak Hour Factor 0.85 0.85 0.92 0.92 0.94 0.94 Percent Heavy Veh, %111100 Cap, veh/h 225 1627 1575 80 763 681 Arrive On Green 0.46 0.46 0.15 0.15 0.42 0.42 Sat Flow, veh/h 570 3668 3555 176 1810 1615 Grp Volume(v), veh/h 25 1045 488 505 101 38 Grp Sat Flow(s),veh/h/ln 570 1787 1787 1850 1810 1615 Q Serve(g_s), s 2.4 14.6 16.6 16.6 2.2 0.9 Cycle Q Clear(g_c), s 19.0 14.6 16.6 16.6 2.2 0.9 Prop In Lane 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 225 1627 813 842 763 681 V/C Ratio(X) 0.11 0.64 0.60 0.60 0.13 0.06 Avail Cap(c_a), veh/h 272 1925 962 996 763 681 HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.63 0.63 1.00 1.00 Uniform Delay (d), s/veh 21.8 13.6 22.1 22.1 11.5 11.1 Incr Delay (d2), s/veh 0.2 0.6 0.5 0.5 0.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 7.2 8.3 8.6 1.2 0.4 LnGrp Delay(d),s/veh 22.0 14.2 22.6 22.6 11.9 11.3 LnGrp LOS C B C C B B Approach Vol, veh/h 1070 993 139 Approach Delay, s/veh 14.4 22.6 11.7 Approach LOS B C B Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 33.6 31.4 33.6 Change Period (Y+Rc), s 4.0 4.0 4.0 Max Green Setting (Gmax), s 35.0 22.0 35.0 Max Q Clear Time (g_c+I1), s 21.0 4.2 18.6 Green Ext Time (p_c), s 8.6 0.4 9.5 Intersection Summary HCM 2010 Ctrl Delay 17.9 HCM 2010 LOS B HCM 2010 Signalized Intersection Summary 2: SR 99 (Pacific Highway) & S 336th Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report MJG Page 3 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Volume (veh/h) 232 406 278 288 499 128 15 198 1004 97 21 96 1606 303 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 00000 000 000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1881 1881 1881 1900 1881 1881 1881 1881 1881 1881 Adj Flow Rate, veh/h 286 501 343 303 525 135 213 1080 104 103 1727 326 Adj No. of Lanes 1 11120 221 131 Peak Hour Factor 0.81 0.81 0.81 0.95 0.95 0.95 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 11111 111 111 Cap, veh/h 276 463 390 276 693 177 267 1155 509 165 1738 537 Arrive On Green 0.06 0.16 0.16 0.09 0.25 0.25 0.08 0.32 0.32 0.09 0.34 0.34 Sat Flow, veh/h 1792 1881 1585 1792 2814 720 3476 3574 1577 1792 5136 1586 Grp Volume(v), veh/h 286 501 343 303 333 327 213 1080 104 103 1727 326 Grp Sat Flow(s),veh/h/ln1792 1881 1585 1792 1787 1747 1738 1787 1577 1792 1712 1586 Q Serve(g_s), s 6.0 16.0 10.1 6.0 11.2 11.3 3.9 19.1 3.1 3.6 21.8 11.1 Cycle Q Clear(g_c), s 6.0 16.0 10.1 6.0 11.2 11.3 3.9 19.1 3.1 3.6 21.8 11.1 Prop In Lane 1.00 1.00 1.00 0.41 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 276 463 390 276 440 430 267 1155 509 165 1738 537 V/C Ratio(X) 1.04 1.08 0.88 1.10 0.76 0.76 0.80 0.94 0.20 0.62 0.99 0.61 Avail Cap(c_a), veh/h 276 463 390 276 440 430 267 1155 509 165 1738 537 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.71 0.71 0.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh26.6 27.1 14.1 28.3 22.7 22.7 29.5 21.3 15.9 28.4 21.4 17.9 Incr Delay (d2), s/veh 55.1 59.4 15.1 82.7 7.3 7.8 15.4 14.9 0.9 7.1 20.1 5.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.2 15.9 6.0 11.3 6.3 6.4 2.4 11.7 1.5 2.1 13.5 5.6 LnGrp Delay(d),s/veh 81.8 86.6 29.2 111.0 30.0 30.5 44.9 36.2 16.8 35.5 41.5 22.9 LnGrp LOS F F C F C C D D B D D C Approach Vol, veh/h 1130 963 1397 2156 Approach Delay, s/veh 68.0 55.7 36.1 38.4 Approach LOS E E D D Timer 1 2345678 Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s10.0 25.0 10.0 20.0 9.0 26.0 10.0 20.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s6.0 21.0 6.0 16.0 5.0 22.0 6.0 16.0 Max Q Clear Time (g_c+I1), s5.6 21.1 8.0 18.0 5.9 23.8 8.0 13.3 Green Ext Time (p_c), s 0.4 0.0 0.0 0.0 0.0 0.0 0.0 1.2 Intersection Summary HCM 2010 Ctrl Delay 46.7 HCM 2010 LOS D Notes User approved ignoring U-Turning movement. HCM 2010 TWSC 3: Celebration Park Road & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report MJG Page 5 Intersection Int Delay, s/veh 8.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 305 19 0 0 12 42 3 3 0 10 1 286 Conflicting Peds, #/hr 2 0 2 2 0 2 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 77 77 77 63 63 63 75 75 75 92 92 92 Heavy Vehicles, % 1 1 1 0 0 0 0 0 0 0 0 0 Mvmt Flow 396 25 0 0 19 67 4 4 0 11 1 311 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 86 0 0 25 0 0 1025 903 27 871 869 54 Stage 1 - - - - - - 817 817 - 52 52 - Stage 2 - - - - - - 208 86 - 819 817 - Critical Hdwy 4.11 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1517 - - 1603 - - 215 279 1054 274 292 1019 Stage 1 - - - - - - 373 393 - 966 856 - Stage 2 - - - - - - 799 827 - 372 393 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1514 - - 1600 - - 118 205 1052 214 215 1017 Mov Cap-2 Maneuver - - - - - - 118 205 - 214 215 - Stage 1 - - - - - - 274 289 - 710 856 - Stage 2 - - - - - - 553 827 - 269 289 - Approach EB WB NB SB HCM Control Delay, s 7.7 0 30.3 11.3 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 150 1514 - - 1600 - - 893 HCM Lane V/C Ratio 0.053 0.262 -----0.362 HCM Control Delay (s) 30.3 8.2 0 - 0 - - 11.3 HCM Lane LOS D A A - A - - B HCM 95th %tile Q(veh) 0.2 1.1 - - 0 - - 1.7 HCM 2010 TWSC 4: 13th Place S & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report MJG Page 6 Intersection Int Delay, s/veh 7.6 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 0 0 43 0 0 0 49 1 0 0 0 1 Conflicting Peds, #/hr 0 1 0 3 3 0 1 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - - None - - None - - None - - None Storage Length - 95 - - - - - - - - - - - Veh in Median Storage, # - - 0 - - 0 - - 0 - - 0 - Grade, % - - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 70 70 70 70 92 92 92 63 63 63 25 25 25 Heavy Vehicles, % 3 3 3 3 2 2 2 0 0 0 0 0 0 Mvmt Flow 1 0 0 61 0 0 0 78 2 0 0 0 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 0 165 165 5 196 167 5 7 0 0 5 0 0 Stage 1 0 5 5 - 160 160 - - - - - - - Stage 2 0 160 160 - 36 7 - - - - - - - Critical Hdwy - 7.13 6.53 6.23 7.12 6.52 6.22 4.1 - - 4.1 - - Critical Hdwy Stg 1 - 6.13 5.53 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 - 6.13 5.53 - 6.12 5.52 - - - - - - - Follow-up Hdwy - 3.527 4.027 3.327 3.518 4.018 3.318 2.2 - - 2.2 - - Pot Cap-1 Maneuver 0 797 726 1075 763 726 1078 1627 - - 1630 - - Stage 1 0 1015 890 - 842 766 - - - - - - - Stage 2 0 840 764 - 980 890 - - - - - - - Platoon blocked, % - - - - - Mov Cap-1 Maneuver 0 766 688 1072 691 688 1075 1627 - - 1630 - - Mov Cap-2 Maneuver 0 766 688 - 691 688 - - - - - - - Stage 1 0 964 888 - 800 727 - - - - - - - Stage 2 0 800 726 - 924 888 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.6 0 7.2 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1627 - - - 1072 - 1630 - - HCM Lane V/C Ratio 0.048 - - - 0.057 ---- HCM Control Delay (s) 7.3 0 - 0 8.6 0 0 - - HCM Lane LOS A A -AAAA - - HCM 95th %tile Q(veh) 0.1 - - - 0.2 - 0 - - HCM 2010 TWSC 5: SR 99 (Pacific Highway) & S 332nd Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report MJG Page 7 Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBU NBL NBT SBT SBR Vol, veh/h 0 35 30 26 1366 2109 5 Conflicting Peds, #/hr 4 0 0 17 0 0 17 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 100 - - - Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 86 86 97 97 97 98 98 Heavy Vehicles, % 13 13 1 1 1 1 1 Mvmt Flow 0 41 31 27 1408 2152 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2838 1100 1615 2161 0 - 0 Stage 1 2159 ---- -- Stage 2 679 ---- -- Critical Hdwy 5.96 7.36 5.62 5.32 - - - Critical Hdwy Stg 1 6.86 ---- -- Critical Hdwy Stg 2 6.26 ---- -- Follow-up Hdwy 3.93 4.03 2.31 3.11 - - - Pot Cap-1 Maneuver 27 164 201 105 - - - Stage 1 39 ---- -- Stage 2 398 ---- -- Platoon blocked, % - - - Mov Cap-1 Maneuver 27 161 127 127 - - - Mov Cap-2 Maneuver 27 ---- -- Stage 1 39 ---- -- Stage 2 397 ---- -- Approach EB NB SB HCM Control Delay, s 34.8 2.2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 127 - 161 - - HCM Lane V/C Ratio 0.455 - 0.253 - - HCM Control Delay (s) 55.1 - 34.8 - - HCM Lane LOS F - D - - HCM 95th %tile Q(veh) 2 - 1 - - HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report MJG Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Volume (veh/h) 56 25 74 38 32 41 21 55 1255 36 110 27 Number 7 4 14 3 8 18 5 2 12 1 Initial Q (Qb), veh 000000 000 0 Ped-Bike Adj(A_pbT) 0.97 0.95 0.97 0.95 1.00 0.99 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1881 1881 1881 1881 Adj Flow Rate, veh/h 62 27 81 46 39 50 58 1321 38 28 Adj No. of Lanes 110110 121 1 Peak Hour Factor 0.91 0.91 0.91 0.82 0.82 0.82 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000 111 1 Cap, veh/h 232 49 148 199 83 107 163 2314 1020 298 Arrive On Green 0.04 0.12 0.12 0.03 0.11 0.11 0.03 0.65 0.65 0.02 Sat Flow, veh/h 1810 404 1212 1810 734 941 1792 3574 1576 1792 Grp Volume(v), veh/h 62 0 108 46 0 89 58 1321 38 28 Grp Sat Flow(s),veh/h/ln 1810 0 1616 1810 0 1675 1792 1787 1576 1792 Q Serve(g_s), s 0.0 0.0 5.7 0.0 0.0 4.5 1.0 18.6 0.5 0.5 Cycle Q Clear(g_c), s 0.0 0.0 5.7 0.0 0.0 4.5 1.0 18.6 0.5 0.5 Prop In Lane 1.00 0.75 1.00 0.56 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 232 0 197 199 0 190 163 2314 1020 298 V/C Ratio(X) 0.27 0.00 0.55 0.23 0.00 0.47 0.36 0.57 0.04 0.09 Avail Cap(c_a), veh/h 242 0 287 225 0 298 182 2314 1020 437 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.1 0.0 37.2 39.4 0.0 37.3 21.2 8.9 2.5 7.2 Incr Delay (d2), s/veh 0.6 0.0 2.4 0.6 0.0 1.8 1.3 1.0 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 2.6 1.1 0.0 2.2 1.0 9.3 0.2 0.2 LnGrp Delay(d),s/veh 38.7 0.0 39.5 40.0 0.0 39.1 22.5 9.9 2.6 7.3 LnGrp LOS D D D D C A A A Approach Vol, veh/h 170 135 1417 Approach Delay, s/veh 39.2 39.4 10.2 Approach LOS D D B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.0 62.3 6.7 15.0 7.1 61.2 7.5 14.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 45.0 4.0 16.0 4.0 50.0 4.0 16.0 Max Q Clear Time (g_c+I1), s 2.5 20.6 2.0 7.7 3.0 48.5 2.0 6.5 Green Ext Time (p_c), s 0.0 20.9 0.1 0.2 0.0 1.4 0.1 0.2 Intersection Summary HCM 2010 Ctrl Delay 18.8 HCM 2010 LOS B Notes User approved ignoring U-Turning movement. HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report MJG Page 9 Movement SBT SBR Lane Configurations Volume (veh/h) 1992 59 Number 6 16 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT) 0.99 Parking Bus, Adj 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 Adj Flow Rate, veh/h 2097 62 Adj No. of Lanes 2 1 Peak Hour Factor 0.95 0.95 Percent Heavy Veh, % 1 1 Cap, veh/h 2272 1001 Arrive On Green 0.64 0.64 Sat Flow, veh/h 3574 1575 Grp Volume(v), veh/h 2097 62 Grp Sat Flow(s),veh/h/ln 1787 1575 Q Serve(g_s), s 46.5 0.9 Cycle Q Clear(g_c), s 46.5 0.9 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 2272 1001 V/C Ratio(X) 0.92 0.06 Avail Cap(c_a), veh/h 2272 1001 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I) 1.00 1.00 Uniform Delay (d), s/veh 14.4 2.6 Incr Delay (d2), s/veh 7.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 24.9 0.4 LnGrp Delay(d),s/veh 22.2 2.7 LnGrp LOS C A Approach Vol, veh/h 2187 Approach Delay, s/veh 21.4 Approach LOS C Timer HCM 2010 TWSC 7: 13th Avenue S & Celebration Park Road 8/7/2019 Celebration Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report MJG Page 11 Intersection Int Delay, s/veh 12.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 293 36 39 119 77 259 Conflicting Peds, #/hr 2 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 76 76 93 93 96 96 Heavy Vehicles, % 1 1 1 1 1 1 Mvmt Flow 386 47 42 128 80 270 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 429 217 352 0 - 0 Stage 1 217 - - - - - Stage 2 212 - - - - - Critical Hdwy 6.41 6.21 4.11 - - - Critical Hdwy Stg 1 5.41 - - - - - Critical Hdwy Stg 2 5.41 - - - - - Follow-up Hdwy 3.509 3.309 2.209 - - - Pot Cap-1 Maneuver 585 825 1212 - - - Stage 1 822 - - - - - Stage 2 826 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 561 824 1212 - - - Mov Cap-2 Maneuver 561 - - - - - Stage 1 821 - - - - - Stage 2 794 - - - - - Approach EB NB SB HCM Control Delay, s 27.1 2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1212 - 581 - - HCM Lane V/C Ratio 0.035 - 0.745 - - HCM Control Delay (s) 8.1 0 27.1 - - HCM Lane LOS A A D - - HCM 95th %tile Q(veh) 0.1 - 6.5 - - HCM 2010 Signalized Intersection Summary 1: S 336th Street & 13th Place S 9/24/2019 Landmark Apartments 6/19/2019 2023 Project AM Peak Hour Synchro 8 Report TENW Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 39 448 744 141 83 35 Number 7 4 8 18 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1845 1845 1863 1900 1696 1696 Adj Flow Rate, veh/h 48 553 800 152 109 46 Adj No. of Lanes 122011 Peak Hour Factor 0.81 0.81 0.93 0.93 0.76 0.76 Percent Heavy Veh, %33221212 Cap, veh/h 273 1355 1147 218 668 596 Arrive On Green 0.39 0.39 0.39 0.39 0.41 0.41 Sat Flow, veh/h 581 3597 3060 564 1616 1442 Grp Volume(v), veh/h 48 553 477 475 109 46 Grp Sat Flow(s),veh/h/ln 581 1752 1770 1762 1616 1442 Q Serve(g_s), s 3.0 4.6 9.1 9.1 1.7 0.8 Cycle Q Clear(g_c), s 12.1 4.6 9.1 9.1 1.7 0.8 Prop In Lane 1.00 0.32 1.00 1.00 Lane Grp Cap(c), veh/h 273 1355 684 681 668 596 V/C Ratio(X) 0.18 0.41 0.70 0.70 0.16 0.08 Avail Cap(c_a), veh/h 281 1402 708 705 668 596 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.64 0.64 1.00 1.00 Uniform Delay (d), s/veh 15.4 8.9 10.3 10.3 7.4 7.1 Incr Delay (d2), s/veh 0.3 0.2 1.9 1.9 0.5 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.3 4.7 4.7 0.9 0.3 LnGrp Delay(d),s/veh 15.7 9.1 12.2 12.2 7.9 7.4 LnGrp LOS BABBAA Approach Vol, veh/h 601 952 155 Approach Delay, s/veh 9.7 12.2 7.7 Approach LOS A B A Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 19.5 20.5 19.5 Change Period (Y+Rc), s 4.0 4.0 4.0 Max Green Setting (Gmax), s 16.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 14.1 3.7 11.1 Green Ext Time (p_c), s 1.4 0.4 3.1 Intersection Summary HCM 2010 Ctrl Delay 10.9 HCM 2010 LOS B HCM 2010 Signalized Intersection Summary 2: SR 99 (Pacific Highway) & S 336th Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Project AM Peak Hour Synchro 8 Report TENW Page 3 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Volume (veh/h) 168 191 162 55 346 56 3 323 767 38 10 39 444 198 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 00000 000 000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1827 1827 1827 1863 1863 1900 1845 1845 1845 1827 1827 1827 Adj Flow Rate, veh/h 213 242 205 65 407 66 347 825 41 49 555 248 Adj No. of Lanes 1 11120 221 131 Peak Hour Factor 0.79 0.79 0.79 0.85 0.85 0.85 0.93 0.93 0.93 0.80 0.80 0.80 Percent Heavy Veh, % 4 44222 333 444 Cap, veh/h 326 446 378 299 529 85 1028 1314 582 242 1060 326 Arrive On Green 0.19 0.41 0.41 0.04 0.17 0.17 0.30 0.38 0.38 0.05 0.07 0.07 Sat Flow, veh/h 1740 1827 1549 1774 3052 491 3408 3505 1551 1740 4988 1535 Grp Volume(v), veh/h 213 242 205 65 235 238 347 825 41 49 555 248 Grp Sat Flow(s),veh/h/ln1740 1827 1549 1774 1770 1774 1704 1752 1551 1740 1663 1535 Q Serve(g_s), s 7.8 8.1 3.8 2.4 10.1 10.3 6.3 15.4 1.0 2.2 8.6 9.3 Cycle Q Clear(g_c), s 7.8 8.1 3.8 2.4 10.1 10.3 6.3 15.4 1.0 2.2 8.6 9.3 Prop In Lane 1.00 1.00 1.00 0.28 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 326 446 378 299 307 308 1028 1314 582 242 1060 326 V/C Ratio(X) 0.65 0.54 0.54 0.22 0.76 0.77 0.34 0.63 0.07 0.20 0.52 0.76 Avail Cap(c_a), veh/h 326 480 407 313 354 355 1028 1314 582 242 1060 326 HCM Platoon Ratio 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.94 0.94 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh20.9 20.3 4.5 25.6 31.5 31.6 21.7 20.4 9.6 33.9 33.3 18.8 Incr Delay (d2), s/veh 4.3 1.0 1.2 0.4 8.4 9.0 0.2 2.3 0.2 0.4 1.9 15.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.1 4.2 1.7 1.2 5.7 5.8 3.0 7.9 0.5 1.1 4.1 5.3 LnGrp Delay(d),s/veh 25.3 21.3 5.6 26.0 39.9 40.5 21.9 22.7 9.8 34.3 35.1 34.1 LnGrp LOS C C A C D D C C A C D C Approach Vol, veh/h 660 538 1213 852 Approach Delay, s/veh 17.7 38.5 22.0 34.8 Approach LOS B D C C Timer 1 2345678 Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s15.1 34.0 7.4 23.5 28.1 21.0 13.0 17.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s9.0 30.0 4.0 21.0 22.0 17.0 9.0 16.0 Max Q Clear Time (g_c+I1), s4.2 17.4 4.4 10.1 8.3 11.3 9.8 12.3 Green Ext Time (p_c), s 0.8 3.4 0.0 3.1 1.4 1.9 0.0 1.5 Intersection Summary HCM 2010 Ctrl Delay 27.2 HCM 2010 LOS C Notes User approved ignoring U-Turning movement. HCM 2010 TWSC 3: Celebration Park Road & S 332nd Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Project AM Peak Hour Synchro 8 Report TENW Page 5 Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 58 72 6 3 71 12 5 0 6 24 0 129 Conflicting Peds, #/hr 0 0 3 3 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 68 68 68 56 56 56 87 87 87 Heavy Vehicles, % 5 5 5 3 3 3 0 0 0 3 3 3 Mvmt Flow 72 90 8 4 104 18 9 0 11 28 0 148 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 122 0 0 98 0 0 435 370 97 366 365 116 Stage 1 - - - - - - 239 239 - 122 122 - Stage 2 - - - - - - 196 131 - 244 243 - Critical Hdwy 4.15 - - 4.13 - - 7.1 6.5 6.2 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.13 5.53 - Follow-up Hdwy 2.245 - - 2.227 - - 3.5 4 3.3 3.527 4.027 3.327 Pot Cap-1 Maneuver 1447 - - 1489 - - 535 563 965 588 562 934 Stage 1 - - - - - - 769 711 - 880 793 - Stage 2 - - - - - - 810 792 - 757 703 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1443 - - 1485 - - 429 531 963 555 530 932 Mov Cap-2 Maneuver - - - - - - 429 531 - 555 530 - Stage 1 - - - - - - 727 673 - 832 791 - Stage 2 - - - - - - 677 790 - 706 665 - Approach EB WB NB SB HCM Control Delay, s 3.3 0.3 11 10.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 615 1443 - - 1485 - - 842 HCM Lane V/C Ratio 0.032 0.05 - - 0.003 - - 0.209 HCM Control Delay (s) 11 7.6 0 - 7.4 0 - 10.4 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 0.8 HCM 2010 TWSC 4: 13th Place S & S 332nd Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Project AM Peak Hour Synchro 8 Report TENW Page 6 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 53 0 45 0 0 0 30 32 0 0 46 55 Conflicting Peds, #/hr 1 0 1 1 0 1 2 0 1 1 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 92 92 92 66 66 66 63 63 63 Heavy Vehicles, % 8 8 8 2 2 2 7 7 7 80 80 80 Mvmt Flow 64 0 54 0 0 0 45 48 0 0 73 87 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 258 258 120 285 301 51 161 0 0 49 0 0 Stage 1 118 118 - 140 140 - - - - - - - Stage 2 140 140 - 145 161 - - - - - - - Critical Hdwy 7.18 6.58 6.28 7.12 6.52 6.22 4.17 - - 4.9 - - Critical Hdwy Stg 1 6.18 5.58 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.518 4.018 3.318 2.263 - - 2.92 - - Pot Cap-1 Maneuver 683 636 916 667 612 1017 1388 - - 1176 - - Stage 1 872 787 - 863 781 - - - - - - - Stage 2 849 769 - 858 765 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 664 614 914 610 591 1014 1386 - - 1174 - - Mov Cap-2 Maneuver 664 614 - 610 591 - - - - - - - Stage 1 843 786 - 834 755 - - - - - - - Stage 2 820 743 - 806 764 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.2 0 3.7 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1386 - - 664 914 - 1174 - - HCM Lane V/C Ratio 0.033 - - 0.096 0.059 ---- HCM Control Delay (s) 7.7 0 - 11 9.2 0 0 - - HCM Lane LOS A A -BAAA - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 - 0 - - HCM 2010 TWSC 5: SR 99 (Pacific Highway) & S 332nd Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Project AM Peak Hour Synchro 8 Report TENW Page 7 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBU NBL NBT SBT SBR Vol, veh/h 0 27 30 33 938 669 14 Conflicting Peds, #/hr 1 2240 04 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 100 - - - Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 80 80 84 84 84 88 88 Heavy Vehicles, % 19 19 4 4 4 4 4 Mvmt Flow 0 34 36 39 1117 760 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1367 394 600 778 0 - 0 Stage 1 770 ---- -- Stage 2 597 ---- -- Critical Hdwy 6.08 7.48 5.68 5.38 - - - Critical Hdwy Stg 1 6.98 ---- -- Critical Hdwy Stg 2 6.38 ---- -- Follow-up Hdwy 3.99 4.09 2.34 3.14 - - - Pot Cap-1 Maneuver 174 482 721 494 - - - Stage 1 301 ---- -- Stage 2 428 ---- -- Platoon blocked, % - - - Mov Cap-1 Maneuver 173 480 567 567 - - - Mov Cap-2 Maneuver 173 ---- -- Stage 1 300 ---- -- Stage 2 427 ---- -- Approach EB NB SB HCM Control Delay, s 13.1 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 567 - 480 - - HCM Lane V/C Ratio 0.132 - 0.07 - - HCM Control Delay (s) 12.3 - 13.1 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.5 - 0.2 - - HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Project AM Peak Hour Synchro 8 Report TENW Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Volume (veh/h) 53 14 37 36 14 24 6 27 868 15 35 11 Number 7 4 14 3 8 18 5 2 12 1 Initial Q (Qb), veh 000000 000 0 Ped-Bike Adj(A_pbT) 0.98 0.97 0.98 0.97 0.99 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1900 1792 1792 1900 1827 1827 1827 1827 Adj Flow Rate, veh/h 77 20 54 51 20 34 31 998 17 13 Adj No. of Lanes 110110 121 1 Peak Hour Factor 0.69 0.69 0.69 0.71 0.71 0.71 0.87 0.87 0.87 0.85 Percent Heavy Veh, %111666 444 4 Cap, veh/h 233 40 109 195 48 81 241 1106 483 736 Arrive On Green 0.04 0.09 0.09 0.03 0.08 0.08 0.05 0.64 0.64 0.36 Sat Flow, veh/h 1792 441 1192 1707 586 996 1740 3471 1516 1740 Grp Volume(v), veh/h 77 0 74 51 0 54 31 998 17 13 Grp Sat Flow(s),veh/h/ln 1792 0 1633 1707 0 1581 1740 1736 1516 1740 Q Serve(g_s), s 0.0 0.0 3.5 0.0 0.0 2.6 1.0 19.6 0.3 0.0 Cycle Q Clear(g_c), s 0.0 0.0 3.5 0.0 0.0 2.6 1.0 19.6 0.3 0.0 Prop In Lane 1.00 0.73 1.00 0.63 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 233 0 149 195 0 129 241 1106 483 736 V/C Ratio(X) 0.33 0.00 0.50 0.26 0.00 0.42 0.13 0.90 0.04 0.02 Avail Cap(c_a), veh/h 289 0 367 266 0 356 328 1432 625 736 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 0.0 34.6 35.9 0.0 35.0 20.3 13.4 9.9 14.5 Incr Delay (d2), s/veh 0.8 0.0 2.6 0.7 0.0 2.2 0.2 11.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 1.7 1.1 0.0 1.2 0.5 10.7 0.2 0.2 LnGrp Delay(d),s/veh 35.8 0.0 37.2 36.6 0.0 37.1 20.6 25.3 10.1 14.5 LnGrp LOS D D D D C C B B Approach Vol, veh/h 151 105 1046 Approach Delay, s/veh 36.4 36.9 24.9 Approach LOS D D C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 32.5 29.5 6.7 11.3 6.0 56.0 7.5 10.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 33.0 6.0 18.0 6.0 34.0 6.0 18.0 Max Q Clear Time (g_c+I1), s 2.0 21.6 2.0 5.5 3.0 9.2 2.0 4.6 Green Ext Time (p_c), s 1.6 3.9 0.1 0.2 0.0 3.5 0.1 0.1 Intersection Summary HCM 2010 Ctrl Delay 19.6 HCM 2010 LOS B Notes User approved ignoring U-Turning movement. HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Project AM Peak Hour Synchro 8 Report TENW Page 9 Movement SBT SBR Lane Configurations Volume (veh/h) 601 28 Number 6 16 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT) 0.99 Parking Bus, Adj 1.00 1.00 Adj Sat Flow, veh/h/ln 1827 1827 Adj Flow Rate, veh/h 707 33 Adj No. of Lanes 2 1 Peak Hour Factor 0.85 0.85 Percent Heavy Veh, % 4 4 Cap, veh/h 2257 998 Arrive On Green 0.65 0.65 Sat Flow, veh/h 3471 1535 Grp Volume(v), veh/h 707 33 Grp Sat Flow(s),veh/h/ln 1736 1535 Q Serve(g_s), s 7.2 0.4 Cycle Q Clear(g_c), s 7.2 0.4 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 2257 998 V/C Ratio(X) 0.31 0.03 Avail Cap(c_a), veh/h 2257 998 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I) 1.00 1.00 Uniform Delay (d), s/veh 6.1 1.7 Incr Delay (d2), s/veh 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 0.2 LnGrp Delay(d),s/veh 6.5 1.8 LnGrp LOS A A Approach Vol, veh/h 753 Approach Delay, s/veh 6.4 Approach LOS A Timer HCM 2010 TWSC 7: 13th Avenue S & Celebration Park Road 9/24/2019 Landmark Apartments 6/19/2019 2023 Project AM Peak Hour Synchro 8 Report TENW Page 11 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 65 15 16 106 12 123 Conflicting Peds, #/hr 0 1 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 68 68 83 83 Heavy Vehicles, % 4 4 0 0 4 4 Mvmt Flow 83 19 24 156 14 148 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 293 91 164 0 - 0 Stage 1 90 - - - - - Stage 2 203 - - - - - Critical Hdwy 6.44 6.24 4.1 - - - Critical Hdwy Stg 1 5.44 - - - - - Critical Hdwy Stg 2 5.44 - - - - - Follow-up Hdwy 3.536 3.336 2.2 - - - Pot Cap-1 Maneuver 694 961 1427 - - - Stage 1 928 - - - - - Stage 2 826 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 680 959 1426 - - - Mov Cap-2 Maneuver 680 - - - - - Stage 1 927 - - - - - Stage 2 810 - - - - - Approach EB NB SB HCM Control Delay, s 10.8 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1426 - 719 - - HCM Lane V/C Ratio 0.017 - 0.143 - - HCM Control Delay (s) 7.6 0 10.8 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - HCM 2010 Signalized Intersection Summary 1: S 336th Street & 13th Place S 9/24/2019 Landmark Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report TENW Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 31 888 869 81 140 44 Number 7 4 8 18 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1881 1900 1900 1900 Adj Flow Rate, veh/h 36 1045 945 88 149 47 Adj No. of Lanes 122011 Peak Hour Factor 0.85 0.85 0.92 0.92 0.94 0.94 Percent Heavy Veh, %111100 Cap, veh/h 231 1674 1548 144 721 643 Arrive On Green 0.47 0.47 0.15 0.15 0.40 0.40 Sat Flow, veh/h 549 3668 3399 308 1810 1615 Grp Volume(v), veh/h 36 1045 511 522 149 47 Grp Sat Flow(s),veh/h/ln 549 1787 1787 1826 1810 1615 Q Serve(g_s), s 3.4 13.2 16.0 16.0 3.2 1.1 Cycle Q Clear(g_c), s 19.4 13.2 16.0 16.0 3.2 1.1 Prop In Lane 1.00 0.17 1.00 1.00 Lane Grp Cap(c), veh/h 231 1674 837 855 721 643 V/C Ratio(X) 0.16 0.62 0.61 0.61 0.21 0.07 Avail Cap(c_a), veh/h 257 1847 923 943 721 643 HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.60 0.60 1.00 1.00 Uniform Delay (d), s/veh 20.5 12.0 20.3 20.3 11.8 11.2 Incr Delay (d2), s/veh 0.3 0.6 0.6 0.6 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 6.5 8.1 8.2 1.7 0.5 LnGrp Delay(d),s/veh 20.8 12.6 20.9 20.8 12.5 11.4 LnGrp LOS C B C C B B Approach Vol, veh/h 1081 1033 196 Approach Delay, s/veh 12.8 20.9 12.2 Approach LOS B C B Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 32.1 27.9 32.1 Change Period (Y+Rc), s 4.0 4.0 4.0 Max Green Setting (Gmax), s 31.0 21.0 31.0 Max Q Clear Time (g_c+I1), s 21.4 5.2 18.0 Green Ext Time (p_c), s 6.7 0.7 8.4 Intersection Summary HCM 2010 Ctrl Delay 16.4 HCM 2010 LOS B HCM 2010 Signalized Intersection Summary 2: SR 99 (Pacific Highway) & S 336th Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report TENW Page 3 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Volume (veh/h) 232 406 315 288 499 128 15 235 1000 97 21 96 1588 303 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 00000 000 000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 1881 1881 1881 1900 1881 1881 1881 1881 1881 1881 Adj Flow Rate, veh/h 286 501 389 303 525 135 253 1075 104 103 1708 326 Adj No. of Lanes 1 11120 221 131 Peak Hour Factor 0.81 0.81 0.81 0.95 0.95 0.95 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 11111 111 111 Cap, veh/h 315 502 423 240 750 192 348 1191 526 119 1541 475 Arrive On Green 0.09 0.35 0.35 0.07 0.27 0.27 0.10 0.33 0.33 0.07 0.30 0.30 Sat Flow, veh/h 1792 1881 1586 1792 2814 720 3476 3574 1577 1792 5136 1585 Grp Volume(v), veh/h 286 501 389 303 332 328 253 1075 104 103 1708 326 Grp Sat Flow(s),veh/h/ln1792 1881 1586 1792 1787 1747 1738 1787 1577 1792 1712 1585 Q Serve(g_s), s 4.0 16.0 14.1 4.0 10.1 10.1 4.2 17.2 2.0 3.4 18.0 10.9 Cycle Q Clear(g_c), s 4.0 16.0 14.1 4.0 10.1 10.1 4.2 17.2 2.0 3.4 18.0 10.9 Prop In Lane 1.00 1.00 1.00 0.41 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 315 502 423 240 477 466 348 1191 526 119 1541 475 V/C Ratio(X) 0.91 1.00 0.92 1.26 0.70 0.70 0.73 0.90 0.20 0.86 1.11 0.69 Avail Cap(c_a), veh/h 315 502 423 240 477 466 348 1191 526 119 1541 475 HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.73 0.73 0.73 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh21.4 19.3 18.7 21.0 19.8 19.9 26.2 19.1 7.0 27.7 21.0 18.5 Incr Delay (d2), s/veh 22.6 34.0 20.0 147.6 4.4 4.7 7.5 11.1 0.8 43.5 58.8 7.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.8 12.9 8.4 9.8 5.5 5.4 2.4 10.2 1.0 3.1 16.8 5.7 LnGrp Delay(d),s/veh 44.0 53.3 38.7 168.6 24.3 24.6 33.7 30.2 7.8 71.2 79.8 26.3 LnGrp LOS D D D F C C C C A E F C Approach Vol, veh/h 1176 963 1432 2137 Approach Delay, s/veh 46.2 69.8 29.2 71.2 Approach LOS D E C E Timer 1 2345678 Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s8.0 24.0 8.0 20.0 10.0 22.0 8.0 20.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s4.0 20.0 4.0 16.0 6.0 18.0 4.0 16.0 Max Q Clear Time (g_c+I1), s5.4 19.2 6.0 18.0 6.2 20.0 6.0 12.1 Green Ext Time (p_c), s 0.0 0.5 0.0 0.0 0.0 0.0 0.0 2.5 Intersection Summary HCM 2010 Ctrl Delay 55.3 HCM 2010 LOS E Notes User approved ignoring U-Turning movement. HCM 2010 TWSC 3: Celebration Park Road & S 332nd Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report TENW Page 5 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 205 124 0 0 116 42 3 3 0 10 1 186 Conflicting Peds, #/hr 2 0 2 2 0 2 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 77 77 77 63 63 63 75 75 75 92 92 92 Heavy Vehicles, % 1 1 1 0 0 0 0 0 0 0 0 0 Mvmt Flow 266 161 0 0 184 67 4 4 0 11 1 202 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 251 0 0 161 0 0 1013 945 163 913 911 219 Stage 1 - - - - - - 694 694 - 217 217 - Stage 2 - - - - - - 319 251 - 696 694 - Critical Hdwy 4.11 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1320 - - 1430 - - 219 264 887 256 276 826 Stage 1 - - - - - - 436 447 - 790 727 - Stage 2 - - - - - - 697 703 - 435 447 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1318 - - 1428 - - 136 205 886 209 215 825 Mov Cap-2 Maneuver - - - - - - 136 205 - 209 215 - Stage 1 - - - - - - 339 348 - 615 727 - Stage 2 - - - - - - 525 703 - 334 348 - Approach EB WB NB SB HCM Control Delay, s 5.2 0 28.1 12.3 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 164 1318 - - 1428 - - 709 HCM Lane V/C Ratio 0.049 0.202 -----0.302 HCM Control Delay (s) 28.1 8.4 0 - 0 - - 12.3 HCM Lane LOS D A A - A - - B HCM 95th %tile Q(veh) 0.2 0.8 - - 0 - - 1.3 HCM 2010 TWSC 4: 13th Place S & S 332nd Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report TENW Page 6 Intersection Int Delay, s/veh 4.8 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 105 0 43 0 0 0 49 48 0 0 52 105 Conflicting Peds, #/hr 0 1 0 3 3 0 1 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - - None - - None - - None - - None Storage Length - 95 - - - - - - - - - - - Veh in Median Storage, # - - 0 - - 0 - - 0 - - 0 - Grade, % - - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 70 70 70 70 92 92 92 63 63 63 25 25 25 Heavy Vehicles, % 3 3 3 3 2 2 2 0 0 0 0 0 0 Mvmt Flow 1 150 0 61 0 0 0 78 76 0 0 208 420 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 0 656 656 421 687 866 79 631 0 0 79 0 0 Stage 1 0 421 421 - 235 235 - - - - - - - Stage 2 0 235 235 - 452 631 - - - - - - - Critical Hdwy - 7.13 6.53 6.23 7.12 6.52 6.22 4.1 - - 4.1 - - Critical Hdwy Stg 1 - 6.13 5.53 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 - 6.13 5.53 - 6.12 5.52 - - - - - - - Follow-up Hdwy - 3.527 4.027 3.327 3.518 4.018 3.318 2.2 - - 2.2 - - Pot Cap-1 Maneuver 0 377 384 630 361 291 981 961 - - 1532 - - Stage 1 0 608 587 - 768 710 - - - - - - - Stage 2 0 766 709 - 587 474 - - - - - - - Platoon blocked, % - - - - - Mov Cap-1 Maneuver 0 352 350 628 304 265 979 961 - - 1532 - - Mov Cap-2 Maneuver 0 352 350 - 304 265 - - - - - - - Stage 1 0 555 586 - 701 648 - - - - - - - Stage 2 0 701 647 - 530 473 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.3 0 4.6 0 HCM LOS C A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 961 - - 352 628 - 1532 - - HCM Lane V/C Ratio 0.081 - - 0.426 0.098 ---- HCM Control Delay (s) 9.1 0 - 22.6 11.4 0 0 - - HCM Lane LOS A A - C B A A - - HCM 95th %tile Q(veh) 0.3 - - 2.1 0.3 - 0 - - HCM 2010 TWSC 5: SR 99 (Pacific Highway) & S 332nd Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report TENW Page 7 Intersection Int Delay, s/veh 1.8 Movement EBL EBR NBU NBL NBT SBT SBR Vol, veh/h 0 43 30 36 1353 2083 19 Conflicting Peds, #/hr 4 0 0 17 0 0 17 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 100 - - - Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 86 86 97 97 97 98 98 Heavy Vehicles, % 13 13 1 1 1 1 1 Mvmt Flow 0 50 31 37 1395 2126 19 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2833 1093 1616 2149 0 - 0 Stage 1 2139 ---- -- Stage 2 694 ---- -- Critical Hdwy 5.96 7.36 5.62 5.32 - - - Critical Hdwy Stg 1 6.86 ---- -- Critical Hdwy Stg 2 6.26 ---- -- Follow-up Hdwy 3.93 4.03 2.31 3.11 - - - Pot Cap-1 Maneuver 27 166 201 106 - - - Stage 1 40 ---- -- Stage 2 391 ---- -- Platoon blocked, % - - - Mov Cap-1 Maneuver 27 163 120 120 - - - Mov Cap-2 Maneuver 27 ---- -- Stage 1 40 ---- -- Stage 2 390 ---- -- Approach EB NB SB HCM Control Delay, s 36.6 3.2 0 HCM LOS E Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 120 - 163 - - HCM Lane V/C Ratio 0.567 - 0.307 - - HCM Control Delay (s) 68.3 - 36.6 - - HCM Lane LOS F - E - - HCM 95th %tile Q(veh) 2.8 - 1.2 - - HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report TENW Page 8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Volume (veh/h) 82 25 48 38 32 41 21 42 1255 36 110 27 Number 7 4 14 3 8 18 5 2 12 1 Initial Q (Qb), veh 000000 000 0 Ped-Bike Adj(A_pbT) 0.96 0.95 0.96 0.95 1.00 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1881 1881 1881 1881 Adj Flow Rate, veh/h 90 27 53 46 39 50 44 1321 38 28 Adj No. of Lanes 110110 121 1 Peak Hour Factor 0.91 0.91 0.91 0.82 0.82 0.82 0.95 0.95 0.95 0.95 Percent Heavy Veh, %000000 111 1 Cap, veh/h 231 61 121 241 83 107 283 1512 661 546 Arrive On Green 0.04 0.11 0.11 0.04 0.11 0.11 0.11 0.42 0.42 0.25 Sat Flow, veh/h 1810 553 1086 1810 734 941 1792 3574 1563 1792 Grp Volume(v), veh/h 90 0 80 46 0 89 44 1321 38 28 Grp Sat Flow(s),veh/h/ln 1810 0 1639 1810 0 1675 1792 1787 1563 1792 Q Serve(g_s), s 0.0 0.0 4.1 0.0 0.0 4.5 0.0 30.4 1.3 0.0 Cycle Q Clear(g_c), s 0.0 0.0 4.1 0.0 0.0 4.5 0.0 30.4 1.3 0.0 Prop In Lane 1.00 0.66 1.00 0.56 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 231 0 182 241 0 190 283 1512 661 546 V/C Ratio(X) 0.39 0.00 0.44 0.19 0.00 0.47 0.16 0.87 0.06 0.05 Avail Cap(c_a), veh/h 239 0 291 245 0 298 283 1787 782 546 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.1 0.0 37.4 37.2 0.0 37.3 35.4 23.8 15.4 23.1 Incr Delay (d2), s/veh 1.1 0.0 1.7 0.4 0.0 1.8 0.3 7.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 2.0 1.1 0.0 2.2 1.0 16.4 0.6 0.5 LnGrp Delay(d),s/veh 40.2 0.0 39.0 37.5 0.0 39.1 35.6 31.1 15.5 23.2 LnGrp LOS D D D D D C B C Approach Vol, veh/h 170 135 1403 Approach Delay, s/veh 39.6 38.6 30.8 Approach LOS D D C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 26.1 42.1 7.8 14.0 14.2 54.0 7.6 14.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 45.0 4.0 16.0 4.0 50.0 4.0 16.0 Max Q Clear Time (g_c+I1), s 2.0 32.4 2.0 6.1 2.0 52.0 2.0 6.5 Green Ext Time (p_c), s 0.1 5.6 0.1 0.2 0.0 0.0 0.1 0.2 Intersection Summary HCM 2010 Ctrl Delay 46.4 HCM 2010 LOS D Notes User approved ignoring U-Turning movement. HCM 2010 Signalized Intersection Summary 6: SR 99 (Pacific Highway) & S 330th Street 9/24/2019 Landmark Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report TENW Page 9 Movement SBT SBR Lane Configurations Volume (veh/h) 2006 78 Number 6 16 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT) 0.98 Parking Bus, Adj 1.00 1.00 Adj Sat Flow, veh/h/ln 1881 1881 Adj Flow Rate, veh/h 2112 82 Adj No. of Lanes 2 1 Peak Hour Factor 0.95 0.95 Percent Heavy Veh, % 1 1 Cap, veh/h 1986 873 Arrive On Green 0.56 0.56 Sat Flow, veh/h 3574 1572 Grp Volume(v), veh/h 2112 82 Grp Sat Flow(s),veh/h/ln 1787 1572 Q Serve(g_s), s 50.0 2.2 Cycle Q Clear(g_c), s 50.0 2.2 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 1986 873 V/C Ratio(X) 1.06 0.09 Avail Cap(c_a), veh/h 1986 873 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I) 1.00 1.00 Uniform Delay (d), s/veh 20.0 9.4 Incr Delay (d2), s/veh 39.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 35.2 1.0 LnGrp Delay(d),s/veh 59.6 9.6 LnGrp LOS F A Approach Vol, veh/h 2222 Approach Delay, s/veh 57.3 Approach LOS E Timer HCM 2010 TWSC 7: 13th Avenue S & Celebration Park Road 9/24/2019 Landmark Apartments 6/19/2019 2023 Baseline PM Peak Hour Synchro 8 Report TENW Page 11 Intersection Int Delay, s/veh 8.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 193 36 39 229 189 159 Conflicting Peds, #/hr 2 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 76 76 93 93 96 96 Heavy Vehicles, % 1 1 1 1 1 1 Mvmt Flow 254 47 42 246 197 166 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 612 282 365 0 - 0 Stage 1 282 - - - - - Stage 2 330 - - - - - Critical Hdwy 6.41 6.21 4.11 - - - Critical Hdwy Stg 1 5.41 - - - - - Critical Hdwy Stg 2 5.41 - - - - - Follow-up Hdwy 3.509 3.309 2.209 - - - Pot Cap-1 Maneuver 458 759 1199 - - - Stage 1 768 - - - - - Stage 2 731 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 438 758 1199 - - - Mov Cap-2 Maneuver 438 - - - - - Stage 1 767 - - - - - Stage 2 700 - - - - - Approach EB NB SB HCM Control Delay, s 25.5 1.2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1199 - 469 - - HCM Lane V/C Ratio 0.035 - 0.642 - - HCM Control Delay (s) 8.1 0 25.5 - - HCM Lane LOS A A D - - HCM 95th %tile Q(veh) 0.1 - 4.4 - - Attachment 2 2023 Traffic Volume Forecasts with and without Landmark Apartments AM Peak Hour Existing Growth Rate = Existing Year = Future Year =Enter Exit Total 58 85 143 11 1111 13th Place S & S 336th Street 13th Place S & S 336th Street 13th Place S & S 336th Street 13th Place S & S 336th Street 13th Place S & S 336th Street 13th Place S & S 336th Street N 671337615020%20%171224191171802344265010%10%99243583684 29 104 765 770 33 117 861 10% 10% 10%10% 9 6660 19 19 779 39 141 885 398 661 448 1,418 744 40% 29 448 1,489 744 427 442 481 498 10% 10% 6 9 0 24 487 531 00000%0%000000% Increase = #DIV/0!Project Share =1.9% 22 2222 SR 99 & S 336th Street SR 99 & S 336th Street SR 99 & S 336th Street SR 99 & S 336th Street SR 99 & S 336th Street SR 99 & S 336th Street N 60888468499525%25%2115-24-19681991176397359198447391025%21-241984443910749 149 50 406 843 168 56 457 10% 0% 6 0 19 0 867 168 56 457 170 2,441 307 191 2,746 346 60% 42 0 191 2,788 346 442 123 49 239 497 138 55 268 0% 0% 0 0 24 24 0 521 162 55 268 32666853432997713810%25%61519-193323767385699856401,10825%35%2120006611,128% Increase = 12.5%Project Share =1.5% 33 3333 Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street N 1801072031200%0%00-50-5015370159021179024-50129024179 96 11 30 202 108 12 33 5% 5% 4 4 0 -50 50 206 58 12 87 17 337 16 19 380 18 5%10%5% 3 7 4500 50 72 387 72 118 5343 133 6349 5% 5% 3 3 0 50 136 63102 405506506899110%0%0000911% Increase = 12.8%Project Share =1.8% 44 4444 13th Place S & S 332nd Street 13th Place S & S 332nd Street 13th Place S & S 332nd Street 13th Place S & S 332nd Street 13th Place S & S 332nd Street 13th Place S & S 332nd Street N 526225%25%21157469101851401505%20%41750245546028 000310005%5%0% 4 3 050 50 085 53 0 0 0 74 0083 0 50% 36 0 261 0 40 40 0 04545 0 05% 0%3 050 098 45 0 0 2720302020%1219303204429503220%20%171224199162% Increase = 12.2%Project Share =13.7% 55 5555 SR 99 & S 332nd Street SR 99 & S 332nd Street SR 99 & S 332nd Street SR 99 & S 332nd Street SR 99 & S 332nd Street SR 99 & S 332nd Street N 60884268594830%15%219-24-196829384604568015%15%913-2414 669 28 0 32 0 25% 0% 15 0 0 0 47 0 1,490 1,678 65% 44 1,680 16 16 01818 0 10% 10%0% 9 9 00 027 27 0 2724842302794810%15%69-1930 33 938 62086669897525%25%2115-24-19695971% Increase = 12.6%Project Share =2.6% 66 6666 SR 99 & S 330th Street SR 99 & S 330th Street SR 99 & S 330th Street SR 99 & S 330th Street SR 99 & S 330th Street SR 99 & S 330th Street N 55081261991535%35%20300063994514526103116592113520%15%12928601113559 20 21 65 67 23 24 74 35% 35%0% 20 30 0 -19 0 69 53 24 74 12 1,507 12 14 1,698 14 100% 72 14 1,727 14 75 43 32 35 85 48 36 40 50% 15%0% 43 13 0 -24 -24 0 104 37 36 40 533771136378681515%9-196278681560181767692030%15%219-24-19673910% Increase = 12.7%Project Share =4.1% 77 7777 Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street N 21014223616015%15%91300244171154561736313%2%81-5050123121168 102 0 189 115 00%2%12% 0 2 8 -50 -50 0 139 65 0 379 427 50% 36 446 115 13 0 130 15 00%10%12% 0 6 10 -50 0 80 15 0 1440164513%10%11950161066954786123%23%13205050136122% Increase = 12.7%Project Share =8.0% Project Trips 13th Place S Connection 2021 With-Project2023 Baseline Trip Distribution 3.0% 2019 2023 2019 Existing PM Peak Hour Existing Growth Rate = Existing Year = Future Year =Enter Exit Total 95 75 170 11 1111 13th Place S & S 336th Street 13th Place S & S 336th Street 13th Place S & S 336th Street 13th Place S & S 336th Street 13th Place S & S 336th Street 13th Place S & S 336th Street N 116581316520%20%151937281831123284369510%10%883744140804 19 39 811 905 21 44 913 10% 10% 10%10% 8 10 10 10 0 28 28 913 31 81 950 789 1,735 772 888 1,953 869 40% 34 888 2,052 869 808 873 909 983 10% 10% 10 8 0 37 919 1,028 00000%0%000000% Increase = 12.6%Project Share =1.7% 22 2222 SR 99 & S 336th Street SR 99 & S 336th Street SR 99 & S 336th Street SR 99 & S 336th Street SR 99 & S 336th Street SR 99 & S 336th Street N 1,7811,2122,0051,36425%25%1924-37-281,9871,3602691,42785193031,606962125%19-373031,5889621888 206 114 813 1,000 232 128 915 10% 0% 10 0 28 0 1,037 232 128 915 361 4,594 443 406 5,135 499 60% 52 0 406 5,187 499 814 247 256 532 916 278 288 599 0% 0% 0 0 37 37 0 953 315 288 599 1317689286151981,0049710%25%102428-28152351,000971,9301,1542,1721,29925%35%1933002,1911,332% Increase = 11.8%Project Share =1.0% 33 3333 Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street Celebration Park Road & S 332nd Street N 2643112973500%0%00-100-10019725025419286110-100186110268 271 37 48 301 305 42 54 5% 5% 4 4 0 -100 100 305 205 42 158 17 606 11 19 681 12 5%10%5% 5 9 4 100 0 100 124 690 116 288 0026 324 0029 5% 5% 5 5 0 100 329 00134 33033033016160%0%000016% Increase = 12.4%Project Share =1.2% 44 4444 13th Place S & S 332nd Street 13th Place S & S 332nd Street 13th Place S & S 332nd Street 13th Place S & S 332nd Street 13th Place S & S 332nd Street 13th Place S & S 332nd Street N 111125%25%19241371281571521 1001 1005%20%415100371 10552044 000490005%5%0% 4 5 0 100 100 0 153 105 0 0 0 85 0093 0 50% 43 0 400 0 38 38 0 04343 0 0 5% 0% 5 0 100 0 148 43 0 0 143101481020%19281484803844434920%20%151937289596% Increase = 9.4%Project Share =10.6% 55 5555 SR 99 & S 332nd Street SR 99 & S 332nd Street SR 99 & S 332nd Street SR 99 & S 332nd Street SR 99 & S 332nd Street SR 99 & S 332nd Street N 1,8781,2142,1141,36630%15%2614-37-282,1031,35341,87452,10915%15%1411-37192,08327 0 031 0 0 25% 0% 24 0 0 0 55 0 0 3,173 3,541 65% 57 3,533 31 31 03535 0 10%10%0% 8 8 00 043 43 0 27231,21430261,36610%15%1014-2830361,353 1,9051,2372,1441,39225%25%1924-37-282,1261,388% Increase = 11.6%Project Share =1.6% 66 6666 SR 99 & S 330th Street SR 99 & S 330th Street SR 99 & S 330th Street SR 99 & S 330th Street SR 99 & S 330th Street SR 99 & S 330th Street N 1,8461,2012,0781,35235%35%3326002,1111,378521,7702498591,9922711020%15%1914782,00627110129 50 36 98 146 56 41 111 35% 35%0% 33 26 0 -28 0 152 82 41 111 22 3,395 28 25 3,690 32 100% 85 25 3,711 32 138 66 34 78 155 74 38 88 50%15%0% 38 11 0 -37 -37 0 156 48 38 88 19491,1153221551,2553615%14-2821421,255361,8701,1962,1041,34630%15%2614-37-282,0931,333% Increase = 8.7%Project Share =2.3% 77 7777 Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street Celebration Park Road & S 330th Street N 29836633641215%15%141100348422230682597713%2%122-100100159189265 260 0 298 293 00%2%12% 0 2 11 -100 -100 0 198 193 0 731 823 50% 43 845 292 32 0 329 36 00%10%12% 0 10 9 -100 0 229 36 0 351063911913%10%1081003922910014111315823%23%2217100100225268% Increase = 12.6%Project Share =5.0% Project Trips 13th Place S Connection 2021 With-Project2023 Baseline Trip Distribution 3.0% 2019 2023 2019 Existing Attachment 3 Trip Generation Estimates ITE Trip Generation, 10th EditionLandmark Apartments, Federal Way, WALU DailyProposedX Code Enter Exit Trips Enter Exit Trips Trips Daily Rate AM Rate PM RateMultifamily Housing (Mid-Rise)235 221 22 63 85 63 40 103 1278 5.44 0.36 0.44Daycare Center10.2 565 70 42 112 55 59 114 487 47.62 11.00 11.12On-Site Resident Reduction (50%)-35 -21 -56 -27 -30 -57 -244Shopping Center (1,000 SF)4.17 820 2 2 4 8 8 16 157 37.75 0.94 3.81Retail Pass-By Reduction (34%)-1 -1 -2 -3 -3 -6 -53Net Project Trip Generation58 85 143 95 75 170 1625AM Peak PM PeakLandmark Apartments ‐ TGEN AM‐PM.xls